Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Apr 2022
Closing Date6 May 2022
Tender Amount₹ 2,67,43,000
Costs
EMD
₹ 5,34,860Document Cost
₹ 5,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDJK_167431_1Tender No
NIT22-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
(B) WBM G-II
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-
-
Supplying & Stacking at site graded stone aggregate of size 63-45mm excluding carriage.
270
-
546.2
Supplying & Stacking at site stone screening of size 13.20mm nominial size (type-A) excluding carriage.
48.6
-
504.4
Supply & Stacking of Moorum at site excluding carraige.
21.6
-
528.5
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.
270
-
710.85
Carriage of materials by mechaanical transport from source to site of work incl. loading and unloading complete.
-
-
-
Stone aggregate 40mm & above from Sadderkoot for an average lead of 10 Kms.
270
-
380.26
Stone Screening from Source to site for an average lead of 10 Kms
48.6
-
349.82
Moorum/stone dust from source to site of work for an average lead of 10 Kms
21.6
-
349.82
(C) Construction Of Cement Concrete Concrete Drain
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-
-
Earth work excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth 1.5mtrs in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50M and lift upto 1.50 M, disposal earth to be levelled and neatly dressed incl. dismentalling of existing walls as per the directions of Engineer Incharge complete.
927
-
252.05
P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting complete job.
278.1
-
900
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.
185.4
-
4419.85
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 .
472.77
-
4943.4
Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,Surfaace Drain etc complete.
1854
-
262.3
12mm thick cement plaster in 1:6 mix (1 cement 6 sand) incl. carriage complete.
3151.8
-
241.75
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.
463.5
-
505
Carriage of Materials:-
-
-
-
Stone agg. 40mm avg lead of 11 Kms
646.48
-
254.78
Sand for an average lead of 11 Kms
361.15
-
254.78
(D) Construction Of R/Wall
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-
-
Earth work excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth 1.5mtrs in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50M and lift upto 1.50 M, disposal earth to be levelled and neatly dressed incl. dismentalling of existing walls as per the directions of Engineer Incharge complete.
535.76
-
252.05
P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting complete job
82.42
-
900
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.
82.42
-
4419.85
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.
1033.29
-
4943.4
Centering and shuttering incld. strutting ,propping etc. and removal of form work in foundation footings, suspended floors,R/Wall, walls (any thickness) etc complete job.
3061.5
-
573.85
Supplying, stacking and filling of nallah muck/stones behind R/Wall 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.
459.22
-
1000
Providing/fixing and placing 100mm dia PVC pipe of prince quality of required length at required spacing for weep holes complete.
235.5
-
300
Carriage of Materials:-
-
-
-
Stone agg. 40mm avg lead of 11 Kms
1004.09
-
276.44
Sand for an average lead of 11 Kms
502
-
254.78
(E) Construction Of 1 Mtr. Toe Wall
-
-
-
Earth work excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth 1.5mtrs in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50M and lift upto 1.50 M, disposal earth to be levelled and neatly dressed incl. dismentalling of existing walls as per the directions of Engineer Incharge complete.
255.78
-
252.05
P/L, of stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting complete job
56.84
-
900
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.
56.84
-
4419.85
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.
466.9
-
4943.4
Providing Weeoholes in brick masanory/stone masanory, Plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications complete.
406
-
265
Providing/fixing and placing 100mm dia PVC pipe of prince quality of required length at required spacing for weep holes complete.
243.6
-
300
Carriage of Materials:-
-
-
-
Stone agg. avg lead of 11 Kms
580.58
-
276.44
Sand for an average lead of 11 Kms
523.74
-
254.78
(F) Supply/laying of RCC spun pipes incl. aligning/cushioning etc incl. carriage complete.
-
-
-
12" dia RCC pipes
72.9
-
2600
(G) 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
-
2300
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 incl. P/L of Tack coat.
319.38
-
7500
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.
6387.5
-
315
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.
6387.5
-
60
Maintenance Cost for 5 Years
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-
-
1st Year
1
-
242800
2nd Year
1
-
364200
3rd Year
1
-
485600
4th Year
1
-
607000
5th Year
1
-
728400
Evaluation Notes How It Works ?
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