Public Works Department Tender
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Costs
EMD
₹ 36,84,000Document Cost
₹ 18,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_13120_5Tender No
E TENDER 08 OF PW(RnB) Division SankooTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
(ii). Hard rock . By chessling. @10%
14168
16151520
-
Disposal of excavated earth through a lead of 03 Km by MT. (i) Earth
4250.43
850086
-
Disposal of excavated earth through a lead of 02 Km by MT. 9ii) ROCk
29753.01
8925903
-
Breast Wall:-Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 50Mtr from cutting edge, disposed earth to be leveled and neatly dressed in All kinds of soil. 70%
158.76
73029
-
(ii) ordinary rock 20%
45.36
39916
-
(ii) Hard rock blasting @5%
11.34
12746
-
(ii) Hard rock( blasing prohibited@)5%
11.34
20412
-
Random rubble masonry with hard stone from quarry in foundation and plinth including leveling with cement concrete 1:6:12 ( 1: cement: 6 coarse sand : 12 graded stone agg, 20mm nominal size. ) at plinth level with cement mortar 1:6, 1 cement: 6 fine sand.
436.7
2205335
-
Random rubble masonry with hard stone from quarry in foundation and plinth including leveling with cement concrete 1:6:12 ( 1: cement: 6 coarse sand : 12 graded stone agg, 20mm nominal size. ) at plinth level with cement mortar 1:6, 1 cement: 6 fine sand. Labour Rate
187
906950
-
Dry random rubble masonry in foundation and plinth using quarry stone with bond stone.
294
836724
-
Dry random rubble masonry in foundation and plinth using quarry stone with bond stone. Labour rate
124.8
299520
-
Providing and laying in position cement concrete of specified grade INcluding the cost of centering and shuttering – All work upto plinth level 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate 40mm nominal size) FOR COPING Crushed
31.5
212530
-
carraige of stone from average lead of 05Km.
731.5
182143
-
carraige of sand from average lead of 15Km.
251.18
88164
-
carraige of stone agg. from average lead of 08Km.
28.35
7314
-
Breast Wall(3.0M HT):-Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in All kinds of soil.
73.5
33810
-
(ii) ordinary rock
21
16926
-
(ii) Hard rock blasting
5.25
5901
-
(ii) Hard rock( blasing prohibited)
3.68
6624
-
Random rubble masonry with hard stone from quarry in foundation and plinth including leveling with cement concrete 1:6:12 ( 1: cement: 6 coarse sand : 12 graded stone agg, 20mm nominal size. ) at plinth level with cement mortar 1:6, 1 cement: 6 fine sand.
340
1717000
-
Random rubble masonry with hard stone from quarry in foundation and plinth including leveling with cement concrete 1:6:12 ( 1: cement: 6 coarse sand : 12 graded stone agg, 20mm nominal size. ) at plinth level with cement mortar 1:6, 1 cement: 6 fine sand.labour rate
200
970000
-
Dry random rubble masonry in foundation and plinth using quarry stone with bond stone.
252
717192
-
Dry random rubble masonry in foundation and plinth using quarry stone with bond stone. Labiur rate
108
259200
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate 40mm nominal size) Crushed
12.5
86962
-
carraige of stone from average lead of 05Km.
592
147408
-
carraige of sand from average lead of 15Km.
210.83
74001
-
carraige of stone agg. from average lead of 08Km.
11.25
2902
-
Retaining Wall :- Earth work in excavation by manual means in (trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 50 m, including getting out excavated earth and disposal of surplus excavated earth as directed:and 1.0.m all kind of soil -
302.4
139104
-
(ii). ordinary rock @
86.4
69811
-
(ii) Hard rock by Blasting.
21.6
24278
-
(iii) Hard rock by( Blasting Prohibited)
17.5
31500
-
Random rubble masonry with hard stone from quarry in foundation and plinth including leveling with cement concrete 1:6:12 ( 1: cement: 6 coarse sand : 12 graded stone agg, 20mm nominal size. ) at plinth level with cement mortar 1:6, 1 cement: 6 fine sand.
1344
6787200
-
Random rubble masonry with hard stone from quarry in foundation and plinth including leveling with cement concrete 1:6:12 ( 1: cement: 6 coarse sand : 12 graded stone agg, 20mm nominal size. ) at plinth level with cement mortar 1:6, 1 cement: 6 fine sand. labour rate
576
2793600
-
Dry random rubble masonry in foundation and plinth using quarry stone with bond stone.
2016
5737536
-
Dry random rubble masonry in foundation and plinth using quarry stone with bond stone. Labour rate
864
2073600
-
back filling for R- wall with materails as availible from rough cutting comprising of earth , shingle , stone boulder etc. incldung all lead and lift complete carraige .
4500
1575000
-
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering – 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) Crushed including all carraige complete.
30
208710
-
carraige of stone from average lead of 05Km.
3360
836640
-
carraige of sand from average lead of 15Km.
743.1
263057
-
carraige of stone agg. from average lead of 08Km.
27
6966
-
PCC Side Drain/( Shifting of public khul). :- Earth work in excavation by manual means in (trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:and 1.0.m Dense or Hard soil -@70%
122.5
46795
-
(ii) ordinary rock 20%
35
29680
-
(ii) Hard Rock by chesslling @ 10%
17.5
30345
-
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering – 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) Crushed
87.5
608737
-
Centering and shuttering including strutting propping etc,and removal of form work for:- Foundation footing base of columns etc.
700
192500
-
carraige of crushed agg. By 08km by MT.
78.75
20317
-
carraige of sand lead upto 15 km by MT.
39.38
13822
-
Span RCC Culvert 6 No x1.5Mtr :-. Earth work in excavation by mechanical means in trenches for foundation, drains, pipes, cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in All kinds of soil. @70%
61.74
17040
-
(ii) Ordinary rock @20%
17.64
18698
-
(iv) Hard rock blasting prohibited ) @10%
6.17
10698
-
supplyong and laying of Hand packing stone excluding cost of stone and all naccessary carraige up to site .
8.19
2014
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level 1:3:6 (1cement :3 course sand :6graded stone aggregate 20mm nominal size) Crushed
12.24
71616
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:4:8( 1 cement: 4 coarse sand: 8 graded stone aggregate 20mm nominal size) Crushed
5.46
28566
-
Reinforced cement concrete work in beams, suspended floors ,roofs having slope up to( 15 degree)landings ,balconies ,shelves ,chajjas,lintals bands ,plain windows sills ,stair cases and spiral stair cases up to floor five level excluding the cost of centering ,shuttering ,finishing and reinforcement with 1:1.5:3(1cement:1.5coarse sand:3graded crushed stone aggregate 20mm nominal size)
11.34
116552
-
Reinforcement for RCC work including straightening, bending, and cutting, placing in position and binding all complete .Hot rolled deformed bars.FE 415 grade steel .
1701
158193
-
Centering and shuttering including strutting propping etc,and removal of form work for Wall any thickness including attached pilaster
224.7
113057
-
b) ( sofit od slab)a) Column, pillars piers, abutment posts and struts. Etc
25.5
14210
-
d) Edge of slab and breaks in floors &walls under 20 cms wide.
11.7
10998
-
carraige of sand from average lead of 15Km.
13.2
4158
-
carraige of stone agg. from average lead of 08Km.
26.1
6733
-
Flush Causeway 20 Mtr span x5No :-Earth work in excavation by mchanical means in trenches for foundation, drains, pipes, cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in All kinds of soil. @70%
1.68
462
-
(ii) soft rock
0.48
508
-
(ii) Hard rock by blasting prohibited )
0.17
294
-
Sup and laying soling stone hand packed and ramming including carriage lead for 5 km all leads lifts complete
14
3444
-
Providing and laying in position cement concrete of specified grade icluding the cost of centering and shuttering – 1:4:8 ( 1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) Crushed
12.4
64876
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- 1:3:6 (1cement :3 course sand :6graded stone aggregate 20mm nominal size) crushed
24
140424
-
Reinforced cement concrete work in beams, suspended floors ,roofs having slope up to( 15 degree)landings ,balconies ,shelves ,chajjas,lintals bands ,plain windows sills ,stair cases and spiral stair cases up to floor five level including the cost of centering ,shuttering ,finishing and reinforcement with 1:1.5:3(1cement:1.5coarse sand:3graded crushed stone aggregate 20mm nominal size)
18.6
197104
-
Reinforcement for RCC work including straightening, bending, and cutting, placing in position and binding all complete .Hot rolled deformed bars.FE 415 grade steel . including all carraige complete
2790
261702
-
Centering and shuttering including strutting propping etc,and removal of form work for wally any thickness including attached plaster.
88
44277
-
carraige of sand for average lead of 15km By MT.
16.1
5651
-
carraige of crushed aggregate for 08km By MT.
32.2
8307
-
conscrete side drain:-Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in All kinds of soil.
73.5
28077
-
(ii)ordinary rock
21
17808
-
(ii) hardrock by cheslling.
10.5
18207
-
Sup and laying soling stone hand packed and ramming including carriage lead for 3.0 km all leads lifts complete
21
17850
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) Crushed
52.5
365242
-
Centering and shuttering including strutting propping etc,and removal of form work for foundation footing base.
420
115500
-
carraige of crushed aggregate from lead to 08 Km.by MT
47.25
12190
-
carraige of sand from lead to 15 Km.by MT
23.6
8283
-
parapet :- Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering – All work upto plinth level 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate 40mm nominal size) Crushed including all carraige complete .
67.15
503625
-
Bearer:-Providing andn fixing metal crash bearer width of 312/510mm crrugation depth f 83mm and or hot - dip galvinised a zinc coating of 550 gm/sqm mtr The posts, spacers, beam and fasteners of crash barriers shall be galvanized by hot dip process unless otherwise specified. The galvanizing on all other steel parts shall conform to the relevant IS specifications. All fittings (bolts, nuts and washers) shall conformed to the IS1364 and IS 1367. All galvanizing shall be done after fabrication. including fixing the post with M20 concerte cement
1050
2940000
-
Constt. Pavement :-Preparation of sub grade excavating earth to an average .of 22.5cm depth dressing to camber and consolidation with road roller including making the undulation etc.and disposal of surplus earth up to 50mtr.
47959
2973458
-
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
11990
11354530
-
Providing and applying tack coat / priming coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion
16.39.1.1 On W.B.M. /W.M.M. @ 0.4 Kg/sqm..
39966
719388
-
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
3197.3
3795195
-
Providing and laying bituminous macadam with plant 50mm thick compacted thickness in accordance with most specification to specified lines grade and cross section aggregate grading to max size of 35% 20mm,45% 10mm,fine agg,20% with binder content of the mix 3.95% by weight to total mix include. all cost and carriage of material involved T&P labour , octories Taxes and testing charge during execution include. cost of bitumen and consolidation power road roller include. 05% for surface correction /pot hole /undulation complete.
1998
17282700
-
Providing /Laying Semi dense bituminous concrete of 25mm thick over macadamized surface with specified size and grade crushed Agg. as per MOST specification (Agg.12,5mm 15%,10mm 55%, Fine Agg. 28%, cement 2%) Mixed with binding @6% tar in hot mixed plant laid with paver finished with the required levels achieving the desired density consolidations with power roller of 8 to 10 ton capacity including all types of carriage & cost of tar ,T&P, labour, octories etc, involved and testing during excavation for quality control.
1607.5
18647000
-
Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100sqm of road surface including rolling and finishing with road all carriage complete.
39966
3197280
-
Supplying / filling of earth /berm mixed with Kanker moorum including carriage complete.
850
592450
-
embankment with wdge wall :- Earth work in excavation by manual means in (trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 50 m, including getting out excavated earth and disposal of surplus excavated earth as directed:and 1.0.m all kind of soil -
255.5
117530
-
(ii). ordinary rock @
72.9
58903
-
(ii) Hard rock by Blasting.
18.23
20490
-
(iii) Hard rock by( Blasting Prohibited)
18.22
32796
-
Random rubble masonry with hard stone from quarry in foundation and plinth including leveling with cement concrete 1:6:12 ( 1: cement: 6 coarse sand : 12 graded stone agg, 20mm nominal size. ) at plinth level with cement mortar 1:6, 1 cement: 6 fine sand.
183.34
925867
-
Dry random rubble masonry in foundation and plinth using quarry stone with bond stone.
275.01
782678
-
back filling for l with materails as availible from rough cutting comprising of earth , shingle , stone boulder etc. incldung all lead and lift complete carraige .
1601.4
560490
-
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering – 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) Crushed
30
208710
-
carraige of stone from average lead of 05Km.
458.36
114131
-
carraige of sand from average lead of 15Km.
83.17
29442
-
carraige of stone agg. from average lead of 08Km.
27
6966
-
M/S pipe 70No :-Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (not exceeding 1,5 mtr in width) and for shafts,wells,cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5mtr including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in All kinds of soil.
10.2
3896
-
(ii) ordinary rock
2.4
2035
-
Dumping stone filling excluding cost of stone in horizontal on level including all carraige complete.
3
738
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:2:4( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) Crushed
12.6
87658
-
Centering and shuttering including strutting propping etc,and removal of form work for foundation footing base of columb.
132
36300
-
Providing and laying of M.S. Pipe 300mm dia including refilling of earth for cushion ,loading unloading and Carriage complete job.
70
1400000
-
carriage of crushed aggregate for an average lead of 08 km by MT
16.8
4334
-
caustionary board ;-Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colourcombination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.16.66.1 Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm
15
71280
-
providing and erecting direction and plce identification retro reflectoris sign as per IRC 67 made of encapsulated lenses type reflective sheeting area not exceed 0.9sqm supported on rthe mild steel single iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundition with M15 grade cement concrete 450x450x16mm below ground approved drawing and technical specificattion clause 1701.
6
20982
-
providing and erecting a kilometer stone reinforcement concrete M15 grade kilometer standard desin . As per ISC fixing in position including painting extra as per drwing and specification . Ordinary Km stoone .
15
50040
-
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