$1,62 &203$1< -...

ANISO9001&14001COMPANY

TENDER DOCUMENT

TENDER No: NERO/CON/457/376 Date: 13.02.2020

FOR

Plugging Nallah gaps with conventional type fence and road works at GIN No. 698 (BP Ref 2217-1RI to 2217-3RI), GIN No. 701 (BP Ref 2218-5RI to 2219-1RI) at Udaipur sector along the Indo Bangladesh Border in Tripura (BRO Left out Job) - Pkg-N-6

VOLUME–III

BILL OF QUANTITY

&

FORMAT OF PRICE BID

Sl

No.Item description Unit Quantity Remarks

DSR NDSR DSR NDSR

1

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means

over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan)

including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth

to be leveled and neatly dressed-All kinds of soil:-Nalla Diversion (1 no structure)

GI NO. 698 Cum 1344.12

GI NO. 701 Cum 1277.22

TOTAL Cum 2621.33 204.04 534,845.75

2

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,

watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling

every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in

embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50

m and lift upto 1.5 m : All kinds of soil:-Nalla Diversion (1 No. structures)

GI NO. 698 Cum 150.00

GI NO. 701 Cum 160.00

TOTAL Cum 310.00 837.91 259,751.98

3

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by

ramming and watering, lead upto 50 m and lift upto 1.5 m .

GI NO. 698 Cum 592.33

GI NO. 701 Cum 650.42

TOTAL Cum 1242.75 246.45 306,271.29

4Extra for every additional lift of 1.5 m or part there of in excavation / banking excavated or

stacked materials. All kinds of soil

GI NO. 698 Cum 744.30

GI NO. 701 Cum 717.87

TOTAL Cum 1462.17 101.43 148,305.81

5 Dewatering for work in foundation

10 HP Diesel dewatering pump set for one culvert.

GI NO. 698 Nos 1.00

GI NO. 701 Nos 1.00

TOTAL Nos 2.00 73189.25 146,378.50

Plugging Nallah gaps with conventional type fence and road works at GIN No. 698 (BP Ref 2217-1RI to 2217-3RI), GIN No. 701 (BP Ref 2218-5RI to 2219-

1RI) at Udaipur sector along the Indo Bangladesh Border in Tripura (BRO Left out) -Pkg-N-6

Bill Of Quantity

Rate ( Rs ) Amount ( Rs )

Sub head-1 Earthwork

BOQ-Nalah Gap PKG-VI Page 1 of 10

Sl

No.Item description Unit Quantity RemarksRate ( Rs ) Amount ( Rs )

6

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a height of 1 m above ground level and

removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

GI NO. 698 Sqm 576.50

GI NO. 701 Sqm 543.00

TOTAL Sqm 1119.50 14.08 15,763.79

Sub total of sub head-1 1,264,938.62 146,378.50

1Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level:

a 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

GI NO. 698 Cum 39.56

GI NO. 701 Cum 26.37

TOTAL Cum 65.93 9806.96 646,523.74

b 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

GI NO. 698 Cum 49.10

GI NO. 701 Cum 53.62

TOTAL Cum 102.73 11227.38 1,153,335.41

2 Centering and shuttering including strutting, propping etc. and removal of form for :

a Foundations, footings, bases of columns, etc. for mass concrete

GI NO. 698 Sqm 320.74

GI NO. 701 Sqm 530.60

TOTAL Sqm 851.33 319.60 272,087.77

bWalls (any thickness) including attached pilasters, butteresses, plinth and string courses

etc.

GI NO. 698 Sqm 1105.49

GI NO. 701 Sqm 755.54

TOTAL Sqm 1861.03 683.63 1,272,265.21

c Deck Slab

GI NO. 698 Sqm 212.25

GI NO. 701 Sqm 245.24

TOTAL Sqm 457.49 777.60 355,745.18

3

Reinforced cement concrete workupto bridge deck top level including

foundation,piers,abutment,deck slab etc. excluding the cost of centering, shuttering,

finishing and reinforcement.

1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

GI NO. 698 Cum 561.48

GI NO. 701 Cum 536.81

TOTAL Cum 1098.29 13525.44 14,854,923.12

Sub head-2 Reinforced cement concrete


Sl


4Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in : Cement

Mortar 1:4 (1 cement :4 Coarse Sand)

GI NO. 698 Cum 82.56

GI NO. 701 Cum 65.04

TOTAL Cum 147.60 10302.99 1,520,720.82

5

Reinforcement for RCC work including straightening cutting, bending, binding and placing

in position complete

a) TMT bar

GI NO. 698 Kg 60148.34

GI NO. 701 Kg 57681.13

TOTAL Kg 117829.47 93.69 11,039,089.45

6 12 mm cement plaster of mix : 1:6 (1 cement :6 fine sand)

GI NO. 698 Sqm 216.00

GI NO. 701 Sqm 88.07

TOTAL Sqm 304.07 285.27 86,742.16

7

Providing and laying 600 mm thick graded filter media as per provision of IRC 78

(Appendix-6) with 120 mm & 40mm graded brick aggregate including supply of materiala

all complete as per specification.

GI NO. 698 Cum 111.96

GI NO. 701 Cum 39.48

TOTAL Cum 151.44 4378.40 663,054.54

8

Providing weepholes 110 mm diameter with PVC pipe in abutment and wing wall as per

specification including supplying, fitting and fixing complete and directed by Engineer-in-

charge

GI NO. 698 Rm 234.00

GI NO. 701 Rm 201.00

TOTAL Rm 435.00 284.31 123,675.61

9

Providing and fixing drainage spouts with 100mm dia GI pipes as per drawing and

200mm dia grating by Ms flat 25x3mm thick. Welded with 10mm dia MS bars. Etc.

complete.

GI NO. 698 Each 6.00


TOTAL Each 12.00 568.62 6,823.48

10

Boulder apron laid dry without wire crates : Providing & laying boulders apron on

river bed for protection against scour with stone boulder weighing not less than

40 kg each complete as per drawing and MoRT&H technicalGI NO. 698 Cum 76.56

GI NO. 701 Cum 217.50

TOTAL Cum 294.06 3563.54 1,047,894.57


Sl


11

Random rubble masonry with hard stone in foundation and plinth including

levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded

stone aggregate 20 mm nominal size) upto plinth level with :GI NO. 698 Cum 0.00

GI NO. 701 Cum 0.00

TOTAL Cum 0.00 6867.54 -

Sub total of sub head-2 13,025,929.79 20,016,951.29

1a

Providing and fixing MS grills of specified pattern, fabricated and welded with square bars

and ISMC, to be fixed to culverts/Bridge with MS lugs embedded in cement concrete

blocks 200mmx200mm , including applying of priming coat of approved steel primer and

two coats of approved synthetic enamel, complete as per EPI drawingGI NO. 698 Kg 9350.41

GI NO. 701 Kg 8548.34

TOTAL Kg 17898.74 102.35 1,831,976.43

1b

Providing and fixing ISA 65x65x6 at edge of MS grills by welded with square bars and

hook to be fixed with wire rope for lifting the movable grills, including applying of priming

coat of approved steel primer and two coats of approved synthetic enamel complete as

per EPI drawing.

GI NO. 698 Kg 0.00

GI NO. 701 Kg 0.00

TOTAL Kg 0.00 102.35 -

2

Providing and fixing ISMC of specified pattern, fabricated and welded to be fixed to

culverts/Bridge , including applying of priming coat of approved steel primer and two

coats of approved synthetic enamel, complete as per EPI drawing.

GI NO. 698 Kg 0.00

GI NO. 701 Kg 0.00

TOTAL Kg 0.00 102.35 -

3

Providing and fixing 12 mm thick MS gusset plate of size 180x150, wt. =94.20 kg,and

welded and bolted to channel post applying of priming coat of approved steel primer and

two coats of approved synthetic enamel, complete as per EPI drawing.

GI NO. 698 Kg 0.00

GI NO. 701 Kg 0.00

TOTAL Kg 0.00 102.35 -

4

Providing and fixing 16 mm thick MS gusset plate of size 300x400, wt. =125.6 kg, fixing

with holding down bolts 16 dia and welded with channel post as base plate , including

applying of priming coat of approved steel primer and two coats of approved synthetic

enamel, complete as per EPI drawing.

GI NO. 698 Kg 0.00

GI NO. 701 Kg 0.00

TOTAL Kg 0.00 102.35 -

Sub head-3 Steel Work


Sl


5

Providing & fixing of hand operating lifting machine upto 2 MT capacity ( all complete) of

approved make with detachable handles with required length of 50mm dia round bar (i.e.

fromwinch to movable grill) to lift the MS grill including providing and fixing of 50 mm dia

round bar threading ,clamping,greasing,painting,welding,testing and commissioning all

complete.



TOTAL Each 11.00 82706.29 909,769.18

Sub total of sub head-3 - 2,741,745.60

1

Preparation of sub-grade by excavation earth to an average of 22.5cm depth, dressing to

camber and consolidating with road roller including making good the undulations etc. and

disposal of surplus earth with all lead and lift.

GI NO. 698 Sqm 100.00

GI NO. 701 Sqm 200.00

TOTAL Sqm 300.00 175.87 52,762.05

2

Providing and fixing security fencing of GI barbed wire consisting of copper enriched MS angle posts of

90x90x6 mm 3000 mm length above ground level (2000 mm vertical and 1000mm slanting) duly fabricated

and welded at bend as per drawing 600 mm below ground level placed at 3000 mm centre to centre and

embedded in cement concrete blocks 450mm dia bottom and 300 mm dia at top 750 mm deep placed at

700 mm below ground level bed and every 10th post, end posts & corner posts to be strutted with copper

enriched MS angle strut on both sides, of size 90x90x6 mm and 2910mm in length( 200 mm vertical in top

and 2710mm slanting down) fabricated and welded as per drawing bolted to vertical posts with two nos 12

mm dia & 50mm long MS bolts & nuts with washers, struts embedded in cement concrete blocks of

1000X300 mm upto 300 mm at top and slope towards bottom of area 300X300 mm at over all depth of

800mm size placed at 700 mm below ground level as per EPI drawing, including providing and fixing

galvanized iron barbed

wire GI NO. 698 Mtr 40.75

GI NO. 701 Mtr 54.30

TOTAL Mtr 95.05 6191.35 588,487.60

3

Providing and fixing security fencing of GI barbed wire consisting of copper enriched MS angle posts

65x65x6 mm 1500 mm length above ground level and 450 mm below ground level including providing one

number 75 mm long pointed spike made of 12 mm dia MS round bar welded to angle iron post at corner for

min 25 mm length as per EPI drawing, placed at 550 mm below ground level and every 10th post, end posts GI NO. 698 Mtr 40.75

GI NO. 701 Mtr 54.30

TOTAL Mtr 95.05 1402.86 133,341.99

Sub head- 4 Fencing


Sl


4

Providing, laying and fixing of galvanized punched tape concertina coil having galvanized spring steel, core

of wire 2.5 mm dia of cold drawn steel punched tape of low carbon steel having series of sharp barbs

uniformly punched along its length, 55 barbs in periphery per revolution crimped on steel spring core wire,

galvanized clips GI steel wire handles hooked to coils for handlings MS square bar spikes hooked to coil

having pointed faces for anchorage and weight 15.20 Kg per coil including spreading of each coil 10 meter

length adequately tied to existing GI, barbed wire fencing and fencing post with GI wire of not less than 16

gauge at every 1000 mm spacing, tying of handles of succeeding coil with preceding coil with GI wire of not

less than 16 gauge, properly anchoring of spikes at start and end of coil in precast cement concrete block of

size 20x20x20 cm and of mix 1:2:4 ( 1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) of

bottom layer and applying anticorrosive bitumastic paint ( IS: 158) of approved brand and manufacture in

black shade to give a smooth & even surface by dipping in paint twice over punched tape concertina coil

complete as per drawings and directions of the Engineer-In-Charge.GI NO. 698 Each 16.00

GI NO. 701 Each 22.00

TOTAL Each 38.00 2451.25 93,147.57

5

Providing and fixing GI barbed wire of size 2.5x2.00 mm ( weight to be not less than 108

gms per meter length) conforming to IS : 278-1978 after painting by dipping in paint twice

with anticorrosive bitumastic paint ( IS- 158) of approved brand and manufacture in

black shade to give a smooth & even surface, inside the concertina coil for both layers in

each row inclined diagonal pattern from outer row towers row in zigzag manner from

Bangladesh side an Indian side as per EPI drawing, tying with the barbed wire with six

turns of GI binding wire not less than 16 gauge or with two U bolts. The barbed wire will

be stretched in such a way that the untied length of concertina coil is not more than

6.00m as directed by the Engineer- In -Charge ( Measurement shall be taken for each

row consisting of both layers of coil).

GI NO. 698 Mtr 81.50

GI NO. 701 Mtr 465.70

TOTAL Mtr 547.20 39.65 21,697.07

6

Welding of spike plate on the top side of the post by providing 10 mm M.S rod at 5

location - 75 mm each: welding to MS post & spike plate and welding of spike plate at

side of post at 5 locations x 75mm each as per drawing including primer coat & two or

more coats of synthetic enamel black paints.

GI NO. 698 Nos 28.00

GI NO. 701 Nos 38.00

TOTAL Nos 66.00 502.49 33,164.10

Sub total of sub head-4 52,762.05 869,838.33

Road Work

Sub head-5 Road work

1

Clearing jungle including uprooting of rank vegetation grass,brush wood,trees and saplings of

girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a

distance of 50m outside the periphery of the area cleared.

GI NO. 698 Sqm 0.00

GI NO. 701 Sqm 0.00

TOTAL Sqm 0.00 11.97 -


Sl


2

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of

trunks and branches, removing the roots and stacking of serviceable material and disposal of

unserviceable material.

GI NO. 698 Nos 0.00

GI NO. 701 Nos 0.00

TOTAL Nos 0.00 478.79 -

3

Supplying & filling in plinth with sand under floors, including watering , ramming, watering etc.

GI NO. 698 Sqm 0.00

GI NO. 701 Sqm 0.00

1822-21S to 1825M Sqm 0.00 2191.32 -

4

Preparation and consolidation of subgrade with power roller of 8 to 12 tonnes capacity after

excavation earth to an average of 22.5 cm depth,dressing to camber and consolidating with road

roller including making good the undulations etc. and re-rolling the subgrade and disposal of

surplus earth lead upto 50 metres:

GI NO. 698 Sqm 0.00

GI NO. 701 Sqm 0.00

TOTAL Sqm 0.00 197.19 -

5Dry brick on edge soiling with bricks of class designastion 75 on a bed 12 mm mud mortor

including filling joints with sand

GI NO. 698 Sqm 0.00

GI NO. 701 Sqm 0.00

TOTAL Sqm 0.00 -

6

Laying water bound mecedam ( WBM- I & II) sub-base with brick aggregate and binding materials

earth etc including screening sorting and spreading to template and consolidation with light power

road roller etc. complete ( payment for brick aggregate and moorum etc. to made seperately).(a)

Over burnt (jhama) brick aggregate 90mm to 45mm

GI NO. 698 Cum 0.00

GI NO. 701 Cum 0.00

TOTAL Cum 0.00 707.25 -


Sl


7Supplying and stacking of over burnt brick aggregate at site of size range (a) 90 mm to 45 mm.

GI NO. 698 Cum 0.00

GI NO. 701 Cum 0.00

Total Cum 0.00 4378.40 -

8 Supplying and stacking of good earth at site.

GI NO. 698 Cum 0.00

GI NO. 701 Cum 0.00

Total Cum 0.00 542.94 -

9

Providing & applying tack coat using hot straight run bitumen of grade 80/100 including heating

one bitumen, spreaying the bitumen with mechanically operated spray unit fitted on bitumen

botter, cleaning and preparing of existing road surface as per specification. a) On WBM @

0.75kg/Sqm

GI NO. 698 Sqm 0.00

GI NO. 701 Sqm 0.00

Total Sqm 0.00 13.30 -

10

Providing & laying 20mm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings

13.2mm size and 12.2mm size respectively per 100 sqm and 52 kg and 56kg. of hot bitumen per

cum of stone chippings of 13.2mm and 11.2mm size respectively including a tack coat with hot

straight run bitumen including heating of bitumen and crushed stone aggregate, mixing of

crushed stone aggregate & binder with mini hot mix plant, spreading of stone aggregate and

finishing to required camber, grade and rolling with 10 ton power roller and separately with paving

asphalt 80/100.

GI NO. 698 Sqm 0.00

GI NO. 701 Sqm 0.00

TOTAL Sqm 0.00 194.16 -


Sl


11

Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180

micronsieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine

aggregate and 0.60

cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller GI NO. 698 Sqm 0.00

GI NO. 701 Sqm 0.00

TOTAL Sqm 0.00 82.69 -

12

Providing and laying longitudinal drain of size 400mm at bottom, depth varying from 300mm to

500mm (all internal dimensions), made of brick masonry 125mm thick minimum, with 12mm thk.

plaster in cement mortar 1:6 (1 cement : 6 fine sand) on internal surface including excavation etc.

complete as per drawing and directions of Engineer- in- charge.

GI NO. 698 Rm 60.00

GI NO. 701 Rm 40.00

Total Rm 100.00 2673.51 267,351.30

13

Dismantling and stacking within 50 metres lead, fencing posts or

struts including all earth work and dismantling of concrete etc. in

base of

T' or 'L' iron or pipe



Total Each 7.00 191.02 1,337.14

14 R.C.C.



Total Each 7.00 191.02 1,337.14

Sub total of sub head-5 - 270,025.58

Total 14,343,630.45 24,044,939.31

Grand Total 38,388,569.76


DSR NDSR

1 Earthwork 1,264,938.62 146,378.50 1,411,317.12

2 Reinforced cement concrete 13,025,929.79 20,016,951.29 33,042,881.08

3 Steel Work - 2,741,745.60 2,741,745.60

4 Fencing 52,762.05 869,838.33 922,600.38

5 Road Work - 270,025.58 270,025.58

TOTAL 14,343,630.45 24,044,939.31 38,388,569.76

SUMMARY OF COST

ENGINEERING PROJECTS (INDIA) LTD

(A Government of India Enterprise)

Plugging Nallah gaps with conventional type fence and road works at GIN No. 698 (BP Ref 2217-1RI to 2217-3RI), GIN

No. 701 (BP Ref 2218-5RI to 2219-1RI) at Udaipur sector along the Indo Bangladesh Border in Tripura (BRO Left out) -

Pkg-N-6

Sl

No.DESCRIPTION

COST(In Rs.) TOTAL COST

DSR + NDSR

(In Rs.)

Main Summary-Nalah Gap- VI Page 10 of 10

Sl. No. ITEM DESCRIPTION

Total Value of Work as

per BOQ

(Rs.)

Bidder's Quoted

Percentage

Bidder's Quoted Amount

(Rs.)

(Inclusive of all taxes &

duties)

DSR 14,343,630.45 0% 14,343,630.45

NDSR 24,044,939.31 0% 24,044,939.31

38,388,569.76 38,388,569.76

Plugging Nallah gaps with conventional type fence and road works at GIN No. 698 (BP Ref 2217-1RI to 2217-3RI)), GIN No. 701 (BP Ref 2218-5RI to 2219-1RI) at

Udaipur sector along the Indo Bangladesh Border in Tripura (Left out by the other agency)-Pkg-N-6

ENGINEERING PROJECTS (INDIA) LTD.

(A Govt. of India Enterprise)

NERO, Guwahati-781022

NIT: No. NERO/CON/457/376 Date 13.02.2020

Bidder has to Quote 'At Par', or Percentage 'Below' or Percentage 'Above' the estimated cost on the respective Column

For' At Par' Put '0', For 'Above' Put 'Figure', for 'Below' Put '(-)Figure' respectively in the Yellow Cells under "Bidder's Quoted Percentage".

eg. to quote Above 2%, Type 2 in the yellow cell below "Bidder's Quoted Percentage" and below -3%, Type -3 in the yellow cell below "Bidder's Quoted Percentage". To quote 'At Par' in any one, Type 0.

If nothing is quoted, default quoted price will be "0"(Zero) and shall be treated in line with the condition of NIT.

PRICE BID

Bidder's Name:

GRAND TOTAL

Bidder Has to Fill Up the GST Rate in the 'Annexure-AA' Sheet.

Plugging Nallah gaps with conventional type fence and

road works at GIN No. 698 (BP Ref 2217-1RI to 2217-

3RI)), GIN No. 701 (BP Ref 2218-5RI to 2219-1RI) at

Udaipur sector along the Indo Bangladesh Border in

Tripura (Left out by the other agency)-Pkg-N-6

1

%age Amount(Rs)

1 2 3 4 5 6 7 (5+6)

A TOTAL FROM PRICE BID

(ROUNDED)38,388,570.00 38,388,570.00 0% 0.00 38,388,570.00

Total Quoted Value (Rs.) 38,388,570.00

In case, nothing is filled in GST coloumn, it will be considered that the Bidder's quoted cost is exclusive of GST during evaluation and to determine bidder's position. In this

case, GST at applicable rate will be added to bidder's quoted cost to determine bidder's total cost and bidder's position will be determined accordingly. If the bidder becomes

succesful and work is awarded to the bidder, only the quoted cost will be paid to the bidder during billing which shall be deemed to be inclusive of GST.

In case, Bidder has quoted GST more than the rate applicable, only the applicable rate of GST with the Basic quoted cost will be paid to the bidder during billing , if the

bidder becomes the succesful and the work is awarded to the bidder. However, in this case, bidder's position will be determined on his Total Quoted Cost (Basic

Cost+GST).

Incase, Bidder has quoted GST less than applicable rate, the applicable rate of GST shall be levied on basic/taxable value and accordingly position of the bidder shall be

determined. However, the total quoted price i.e. basic/ Taxable value + GST by bidder shall be deemed as peice inclusive of applicable GST and incase bidder becomes

successful and work is awarded, the price quoted shall be paid as inclusive of GST (applicable) during billing.

Bidder has to put (%) GST considered in his Bid in the Yellow Cell under "GST"

Total (To Match with Column

3)

(Rs)

GST Quoted by Bidder

ANNEXURE-AA

Bidder's Name:

Sl. No.Amount Quoted by Bidder

(Rs)

Quoted Base Cost

(Rs)

ENGINEERING PROJECTS (INDIA) LTD.

(A Govt. of India Enterprise)

NERO, Guwahati-781022

Plugging Nallah gaps with conventional type fence and road works at GIN No. 698 (BP Ref 2217-1RI to 2217-3RI)), GIN No. 701 (BP Ref

2218-5RI to 2219-1RI) at Udaipur sector along the Indo Bangladesh Border in Tripura (Left out by the other agency)-Pkg-N-6

NIT: No. NERO/CON/457/376 Dated: 13.02.2020

$1,62 &203$1< -...

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