Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date8 Jan 2024
Closing DateCancelled
Tender Amount₹ 41,58,484
Costs
EMD
₹ 83,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NNVAR_878066_5Tender No
1100/II/ZONE-4/JKNNV DATE. 04.01.2024Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://nnvns.org.in:449/nnvns/
GEM & Bid Advisory Services
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BOQ Items
01.51m – 03.00m B.G.L.
300
49500
165
Bailing out or pumping out water / liquid mud during trench excavation. This includes providing necessary fuel, labour T&P etc. required for proper running of well point equipment of required capacity for lowering the water table during excavation and laying of sewers. Excavation of trenches only.
439
187062
426.11
Dismantling of old existing sewer, and removal of material by mechanical transport up to a lead of 100m from site of work including all material labour T&P etc complete. (250mm dia NP-3)
439
84503
192.49
Providing and laying Granular bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20mm sieve, 20-50% passing through 10mm sieve and 100% retained on 6mm sieve and Dimension are as per Approved Drawing for: 0.00 – 03.00m
92.24
269904
2926.11
Providing and conveying to site RCC pipes with sulphate resistant cement of following class (with s/s ends) and diameter as per IS: 458 - 2003 (Amended up to date) including all taxes (Central and Local) with Rubber gaskets as per (EPDM/SBR) for sewer lines as per IS: 5382-1985 or (Amended up to date), including cost of Rubber gaskets, labour required, transportation, loading, unloading & stacking etc.(excluding cost of laying, jointing, testing and commissioning). The pipe shall be ISI marked.
450mm iternal diameter
213
447300
2100
300 mm iternal diameter
226
216960
960
Carting of following size R.C.C. piep (NP3 class, socketed/spgoted) rubber ring joined and special from store to the work lowering the same into the trenches true to alignment including excavation of earth below invert level of pipe, cost of all jointing materials, testing, commissioning etc complete but excluding excavation and refilling of trenches from ground level to the invert level of pipe. 450 mm dia pipe.
213
133989
629.06
300 mm dia pipe.
226
123974
548.56
Construction of brick masonry manhole in first class brick of following types and sizes in cement mortar 1:4, P.C.C. top slab with 1:2:4, foundation concrete 1:2:4, inside & outside plastering 12mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in cement concrete with 1:2:4, finished with floating coat of neat cement complete with including CI steps (PVC encapsulated) staggered at 0.3 m interval, RCC arch above pipe including excavation, reinforcement and form work, RCC heavy duty frame and cover as per standard design and drawing.
Depth=0.60 to 1.00 and Type-A1
11
133760
12160
Depth=1.00 to 2.50 and Type-A2
16
276208
17263
Depth=2.01 to 2.50 and Type-B2
11
614691
55881
Provision for interconnection in between proposed sewer line and existine disposal point including cost of all labour material and special T&P required for connection and re-instate the same complete in all respect.
450mm dia pipe.
2
20000
10000
300mm dia pipe.
2
10000
5000
Provide and fix open timbering (covering 1/3rd of surface area by plank in trenches fo the following depths below G.L. Consisting of 40mm thick approved country wood plank for poling borad 125x75mm indian Sal wood wallers and 100mm diameter sal wood ballies for shuttering at 1.50m c/c including removal after laying (will be taken as one side for the purpose of payment and measurement i.e. area equals to length x depth of trenches). dismantled timbering material will be the property of the contractor. 00.00m-03.00m B.G.L.
500
197540
395.08
Sand filling in plinth including Supply of necessary quantity of sand from a distance not exceeding 10km. from the site of work and including watering dressing etc. rate to include the cost of all materials, labour T&P etc. required for proper completion of work.
159.75
111825
700
Carting and recarting of excavated earth where sufficient width of roads is not available for stacking of excavated earth average lead 250m.
439
43900
100
Lighting work during work. (30 days 08 hrs.)
240
13440
56
Provision for site clearance after construction peroiod and unforseseen items.
439
7902
18
Repairing of water service connection damaged during laying of sewer line with material, labour, T&P, etc., all complete.
40
56426
1410.65
Repairing of sewer service connection damaged during laying of sewer line with material, labour, T&P, etc., all complete.
50
111925
2238.5
Repairing of Unforseen Item, power cable damaged during laying of sewer line with material, labour, T&P, etc., all complete.
1
25000
25000
Providing and erecting temporary barricading at site as per drawing/direction of Enginner-in-Charge whick includes wiriting and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, the barricading provided shall be retained in positon at site continouously i/c shifting of barricading from one location to another location ads many times as required during the excavation of the entire work till its completion. the barricading shall not ber removed without prior apporval of engineer-in-charge.
439
4390
10
Reinstatement of dismantled roads after filling and proper compaction as per P.W.D. specification. Stone patiya/interlocking
339
105073
309.95
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