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ANISO9001&14001COMPANY

TENDER DOCUMENT

TENDER No: NERO/CON/457/375 Date: 13.02.2020

FOR

Plugging Nallah gaps with conventional type fence and road works at GIN

No. 697A (BP Ref 2215-3RI to 2215-5RI), GIN No. 697B (BP Ref 2216-1RI

to 2216-3RI) at Udaipur sector along the Indo Bangladesh Border in Tripura

(BRO left out job) -Pkg-N-5

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. 697A Cum 2312.42

Cum 2078.76

TOTAL Cum 4391.18 204.04 895,957.13

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. 697A Cum 204.80

Cum 210.00

TOTAL Cum 414.80 837.91 347,564.90

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. 697A Cum 1426.00

Cum 1458.10

TOTAL Cum 2884.10 246.45 710,779.31

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. 697A Cum 574.52

Cum 333.63

TOTAL Cum 908.15 101.43 92,112.87

5 Dewatering for work in foundation

10 HP Diesel dewatering pump set for one culvert.

GI NO. 697A Nos 1.00

Nos 1.00

TOTAL Nos 2.00 73,189.25 146,378.50

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. 697A Sqm 626.50Sqm 634.00

TOTAL Sqm 1260.50 14.08 17,749.23

Sub total of sub head-1 2,064,163.44 146,378.50

Plugging Nallah gaps with conventional type fence and road works at GIN No. 697A (BP Ref 2215-3RI to 2215-5RI), GIN No. 697B (BP Ref 2216-1RI to 2216-3RI) at Udaipur sector along

the Indo Bangladesh Border in Tripura (BRO left out job) -Pkg-N-5

Bill Of Quantity

Rate (Rs.) Amount (Rs.)

Sub head-1 Earthwork

BOQ-Nalah Gap PKG-V Page 1 of 9

Sl

No.Item description Unit Quantity Remarks Rate (Rs.) Amount (Rs.)

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. 697A Cum 48.55

697B Cum 103.78

TOTAL Cum 152.33 9,806.96 1,493,854.75

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

GI NO. 697A Cum 236.61

697B Cum 155.34

TOTAL Cum 391.95 11,227.38 4,400,579.99

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. 697A Sqm 998.01

697B Sqm 842.53

TOTAL Sqm 1840.54 319.60 588,238.65

b Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

GI NO. 697A Sqm 939.94

Sqm 1098.84

TOTAL Sqm 2038.78 683.63 1,393,783.45

c Deck Slab

GI NO. 697A Sqm 177.38

Sqm 91.64

TOTAL Sqm 269.02 777.60 209,190.52

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. 697A Cum 451.06

Cum 466.82

TOTAL Cum 917.88 13,525.44 12,414,720.25

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. 697A Cum 131.07

Cum 270.66

TOTAL Cum 401.73 10,302.99 4,139,039.40

5Reinforcement for RCC work including straightening cutting, bending, binding and placing in position complete

a) TMT bar

GI NO. 697A Kg 48105.64

Kg 49682.26

TOTAL Kg 97787.90 93.69 9,161,454.57

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

GI NO. 697A Sqm 76.57

Sqm 59.65

TOTAL Sqm 136.22 285.27 38,859.59

Sub head-2 Reinforced cement concrete


Sl


7Providing 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. 697A Cum 168.98

Cum 211.67

TOTAL Cum 380.65 4,378.40 1,666,626.08

8Providing 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. 697A Rm 290.00

Rm 317.00

TOTAL Rm 607.00 284.31 172,577.23

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. 697A Each 6.00

Each 4.00

TOTAL Each 10.00 568.62 5,686.24

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. 697A Cum 314.14

Cum 149.04

TOTAL Cum 463.18 3,563.54 1,650,563.31

11Random 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. 697A Cum 95.94

Cum 66.24

TOTAL Cum 162.18 6,867.54 1,113,777.25

Sub total of sub head-2 12,505,304.03 25,943,647.24

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 drawing

GI NO. 697A Kg 7782.01

Kg 3097.52

TOTAL Kg 10879.53 102.35 1,113,544.17

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. 697A Kg 0.00

Kg 0.00

TOTAL Kg 0.00 102.35 -

Sub head-3 Steel Work


Sl


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. 697A Kg 0.00

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. 697A Kg 0.00

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. 697A Kg 0.00

Kg 0.00

TOTAL Kg 0.00 102.35 -

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.


Each 2.00

TOTAL Each 6.00 82,706.29 496,237.73

Sub total of sub head-3 - 1,609,781.90

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. 697A Sqm 210.00

Sqm 250.00

TOTAL Sqm 460.00 175.87 80,901.81

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. 697A Mtr 56.65

Mtr 63.40

TOTAL Mtr 120.05 6,191.35 743,271.29

Sub head- 4 Fencing


Sl


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 &

corner posts to be strutted with copper enriched MS angle struts on both sides of size 65x65x6 mm and 2120 mm long (200 mm vertical at top GI NO. 697A Mtr 56.65

Mtr 63.40

TOTAL Mtr 120.05 1,402.86 168,413.53

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.


Each 24.00

TOTAL Each 46.00 2,451.25 112,757.58

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. 697A Mtr 113.30

Mtr 126.80

TOTAL Mtr 240.10 39.65 9,520.22

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. 697A Nos 40.00

Nos 44.00

TOTAL Nos 84.00 502.49 42,208.86

Sub total of sub head-4 80,901.81 1,076,171.48

Road Work

Sub head-5 Road work

1Clearing 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. 697A Sqm 0.00

Sqm 0.00

TOTAL Sqm 0.00 11.97 -


Sl


2Felling 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. 697A Nos 0.00

Nos 0.00

TOTAL Nos 0.00 478.79 -

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


Sqm 0.00

1822-21S to 1825M Sqm 0.00 2,191.32 -

4Preparation 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:


Sqm 0.00

TOTAL Sqm 0.00 197.19 -

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


Sqm 0.00

TOTAL Sqm 0.00 -

6Laying 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. 697A Cum 0.00

Cum 0.00

TOTAL Cum 0.00 707.25 -

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


Cum 0.00

Total Cum 0.00 4,378.40 -

8 Supplying and stacking of good earth at site.


Cum 0.00

Total Cum 0.00 542.94 -


Sl


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


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.


Sqm 0.00

TOTAL Sqm 0.00 194.16 -

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 all

complete.


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. 697A Rm 72.00

Rm 160.00

Total Rm 232.00 2,673.51 620,255.01


Sl


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


Each 0.00

Total Each 0.00 191.02 -

14 R.C.C.


Each 0.00

Total Each 0.00 191.02 -

Sub total of sub head-5 - 620,255.01

Total 14,650,369.27 29,396,234.13

Grand Total 44,046,603.40


DSR NDSR

1 Earthwork 2,064,163.44 146,378.50 2,210,541.94

2 Reinforced cement concrete 12,505,304.03 25,943,647.24 38,448,951.27

3 Steel Work - 1,609,781.90 1,609,781.90

4 Fencing 80,901.81 1,076,171.48 1,157,073.29

5 Road Work - 620,255.01 620,255.01

TOTAL 14,650,369.27 29,396,234.13 44,046,603.40

COST(In Rs.)

Plugging Nallah gaps with conventional type fence and road works at GIN No. 697A (BP Ref 2215-3RI to

2215-5RI), GIN No. 697B (BP Ref 2216-1RI to 2216-3RI) at Udaipur sector along the Indo Bangladesh Border

in Tripura (BRO left out job) -Pkg-N-5

SUMMARY OF COST

ENGINEERING PROJECTS (INDIA) LTD

(A Government of India Enterprise)

Sl No. DESCRIPTION

TOTAL COST

DSR + NDSR

(In Rs.)

Summary-Nalah Gap PKG-V Page 9 of 9

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 14,650,369.27 0% 14,650,369.27

NDSR 29,396,234.13 0% 29,396,234.13

44,046,603.40 44,046,603.40

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. 697A (BP Ref 2215-3RI to 2215-

5RI), GIN No. 697B (BP Ref 2216-1RI to 2216-3RI) at

Udaipur sector along the Indo Bangladesh Border in

Tripura (BRO left out job) -Pkg-N-5

1

Plugging Nallah gaps with conventional type fence and road works at GIN No. 697A (BP Ref 2215-3RI to 2215-5RI), GIN No. 697B (BP Ref 2216-1RI to 2216-3RI) at

Udaipur sector along the Indo Bangladesh Border in Tripura (BRO left out job) -Pkg-N-5

ENGINEERING PROJECTS (INDIA) LTD.

(A Govt. of India Enterprise)

NERO, Guwahati-781022

NIT: No. NERO/CON/457/375 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

%age Amount(Rs)

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

A TOTAL FROM PRICE BID

(ROUNDED)44,046,603.00 44,046,603.00 0% 0.00 44,046,603.00

Total Quoted Value (Rs.) 44,046,603.00

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. 697A (BP Ref 2215-3RI to 2215-5RI), GIN No. 697B (BP

Ref 2216-1RI to 2216-3RI) at Udaipur sector along the Indo Bangladesh Border in Tripura (BRO left out job) -Pkg-N-5

NIT: No. NERO/CON/457/375 Dated: 13.02.2020

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)

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