Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date9 Aug 2021
Closing Date24 Aug 2021
Tender Amount₹ 1,20,17,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDJK_133799_1Bid Award Id
ViewTender No
NIT80/2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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Laying, spreading & Compacting stone aggregate of specified sizes to WBM specifications in uniform Thickness, hand picking, rolling with 3-wheeled road/vibratory roller 8-10 tonner capacity in stages to proper grade & camber, applying & brooming requisite type of screening/binding material to fill up interstices of coarse aggregate watering & compacting to the required density.
511
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Carriage of materials by mechaanical transport from source to site of work incl. loading and unloading complete.
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Stone aggregate 40mm & above for an average lead of 30 Kms.
511
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Moorum/stone dust from source to site of work for an average lead of 30 Kms
40.88
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(B) WBM G-II
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Supplying & Stacking at site graded stone aggregate of size 63-45mm excluding carriage.
411
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Supplying & Stacking at site stone screening of size 13.20mm nominial size (type-A) excluding carriage.
62.47
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Supply & Stacking of Moorum at site excluding carraige.
32.88
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Laying, spreading & Compacting stone aggregate of specified sizes to WBM specifications in uniform Thickness, hand picking, rolling with 3-wheeled road/vibratory roller 8-10 tonner capacity in stages to proper grade & camber, applying & brooming requisite type of screening/binding material to fill up interstices of coarse aggregate watering & compacting to the required density.
411
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Carriage of materials by mechaanical transport from source to site of work incl. loading and unloading complete.
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Stone aggregate 40mm & above for an average lead of 30 Kms.
411
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Stone Screening from Source to site for an average lead pf 30 Kms
62.47
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Moorum/stone dust from source to site of work for an average lead of 30 Kms
32.88
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(C) Construction Of Cement Concrete Concrete Drain
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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 in all kinds of soil.
345.6
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P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting complete job.
38.4
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) incl. carriage complete.
38.4
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to Floor V- level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) incl. carriage complete .
103.7
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Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,Surfaace Drain etc complete.
691.2
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50mm cement concrete flooring in 1:2:4 (1 cement: 2coarse sand: 4 graded stone agg., 20mm nominal size finished with a floating coat of neat cement slurry incl. carriage complete.
153.6
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12mm thick cement plaster in 1:4 mix (1 cement 4 sand) incl. carriage complete.
576
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Carriage of materials by mechaanical transport from source to site of work incl. loading and unloading complete.
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Stone aggregate 40mm & above for an average lead of 30 Kms.
169.27
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Sand from Source to site for an average lead pf 30 Kms
84.64
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(D) Construction Of R/Wall
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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 in all kinds of soil
80.56
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P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting complete job
15.9
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) complete job.
10.6
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to Floor V- level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate of 20 mm Nominal size (Crushed) complete job.
271.25
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Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,R/Wall, parapets etc complete job.
790.75
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to plinth level in 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate of 20 mm Nominal size (Crushed) complete.
27.23
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Supplying, stacking and filling of dry stone soiling behind R/Wall duly hand packed in layers including spreading, watering, dressing and ramming in 15/22 cm layers and consolidation with D.R.R of 08-10 tonne capacity to the required gradient and camber complete job.
45
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Providing/fixing and placing 100mm dia PVC pipe of prince quality of required length at required spacing for weep holes complete.
100
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Carriage of materials by mechaanical transport from source to site of work incl. loading and unloading complete.
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Stone agg. 40mm avg lead of 20 Kms
278.16
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Sand for an average lead of 14 Kms
139.08
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(E) Construction Of RCC Culvert
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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 in all kinds of soil
17.31
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P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting complete job
1.92
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to floor V-level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) complete job.
1.92
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P/L, in position reinforced cement concrete of specified grade excluding the cost of centering & shuttering. in 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate of 20 mm Nominal size Crushed complete job.
7.8
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Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,abutments, Raft, Slab, Sides Wing Wall etc complete job.
71.25
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P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to plinth level in 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate of 20 mm Nominal size (Crushed) complete.
17.88
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Reinforcement for RCC work including straightening ,cutting ,bending, placing in position and binding all complete (Thermo Mechanically treated bars)
1394
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Engagement of Poklane (L&T) for removing of Heavy Rocks/Boulders, incl. cutting of rocks for formation of road surface.
1
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Carriage of materials by mechaanical transport from source to site of work incl. loading and unloading complete.
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Stone agg. 40mm avg lead of 30 Kms
28.84
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Sand for an average lead of 30 Kms
12.42
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(F) Pavement
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Providing laying compacting graded stone aggregate to Wet-Mix Macadam specification incl. premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tipperto site laying in uniform layers with paver in sub-Base/Base course on well prepeard surface and rollingwith vibrator roller to achive the desired density and compacted thickness incl. all loading, un-loading and all carriages upto site of work.
(75mm compacted thickness)
410.63
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Providing and applying tack coat using hot straight run bitumen of V-G 10 Grade on the prepared surface and cleaned with hydraulic broom as per technical specification clause 503 of MOST specifications incld. Carriage of materials loading, unloading incld. All taxes involved on account of labour and material incld. cost of bitumen. On WBM Surface @0.75kg/sqm.
5475
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Providing and laying 50mm thick compacted bituminous macadam using hot straight run Bitumen of V-G 10 Grade @3.3% by weight and pre-mixed with hot mix plant using crushed agg.as specified premixed with bituminous binder laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with viberator/road rollers to achieve the desired compaction conforming to MOST specifications incl. all loading, un-loading and all carriages of materials involved upto site of work all allied machinery, cost of bitumen completeBut excluding the cost of Tack cat.
410.63
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Providing and laying 25mm thick semi-dense bituminous concrete surfacing for wearing course composed of agg. of specified grade with bituminous binder 5% of weight by total mix using hot straight run bitumen of V-G 10 grade (@2.88Kgs/sqm of road surfaceand pre-mixed with hot mix plant ) mixing in suitable hot mix plant laying with paver finisher with electronic sensing device to required grades, levels and alignment and rolling with road rollers to achieve the desired compaction conforming to MOST specifications including cost and carriages leads, lifts, loading, unloading of all materials involved upto site of work complete, and all carriages of materials involved upto site of work all allied machinery, incld. cost of bitumen complete.
5475
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Providing and laying 6mm thick seal coat of premixed fine aggregate using hot straight run bitumen (@ 0.768kgs/sqm of road surface) incld. mixing in the hot mix plant laid with paver finisher fitted with electronic sensing device to required grades, levels and alignment and rolling with road rollersto achieve the desired compaction as per MOST specificatiincl. all loading, un-loading and all carriages uptosite of work including cost of Bitumen complete.
5475
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