Varanasi Development Authority Tender
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Varanasi Development Authority Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Oct 2024
Closing Date18 Nov 2024
Tender Amount₹ 61,60,000
Costs
EMD
₹ 1,24,000Document Cost
₹ 3,110Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPVDA_967518_1Bid Award Id
ViewTender No
1273/vda/nirman/2024-25Tender Authority
Varanasi Development Authority ViewPurchaser Address
-Website
http://https://vdavns.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Concrete with 4 cm gauge approved stone ballast, approved coarse sand and cement in proportion of 8:4:1 including supply of all materials laboursand tools and plants etc. required for proper compeletion for the work
142.45
5550
790597.5
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P/F of 65 mm (+/- 2 mm) thick Chaunar sand stone flooring over 20 mm (average) th . Base of cement mortar 1:5 (1Cement:Coarrse sand ) with joints 3mm th side buttered with cement mortar 1:2 (1cement : 2 Stone Dust) adnixed with pigment to match the shade of stone and pointing with same mortar sand stone.
1326.3
1269
1683074.7
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Supply and laying of 125 micron polythene sheet under the foundation (for anti salt peter treament ) or over sub-base to act as separation between sub-base and conc. Slab (for c.c. road ) including supply of all materials,labour t and p required for proper completion the work.(SOR 2020 Si no NS)
525
45
23625
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Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. (DSR 2023 SI NO 16.43)
-
-
-
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Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer (DSR 2023 SI NO 16.43.2)
81
8157
660746.16
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Construction of masonry Chamber for House Pit inside 30x30x75 cm, in brick work in cement mortar 1:4 (1 Cement:4 Coases Sand) for house pit with RCC MH Cover Grad M30 fixing with cement concreat 1:2:4 (1 Cement:2 Coarse Sand :4 graded stone aggregate 20 mm ) and Same for inside, Inside plastering with cement mortar 1:3 (1Cement:3 Coarse Sand) 12mm thick finishing with a floting coat of neat cement complete with all respect as per direction of engineer Incharge.
41
2346
96186
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Construction of brick masonry Rain Water connection pit in first class brick of following type and size in cement mortar 1:4, M.S coverwith hinge lock,foundation concreat 1:2:4 inside and out side plastering 12 mm th cement mortar 1:3 with floating coat of neat cement complete.
40
3241
129640
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12 mm thick plaster with cement mortar in proportion of 1:4 cement and approved C. Sand including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of E/I. As per P.W.D. S.O.R. 584 + diffrence of item no 582 and 583
450
175
78750
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Removing dry or oil bound distemper, water proofing cement paintand the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete(DSR 2023 SI NO 13.91)
1080
18
19958.4
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Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall
surface to prepare the surface even and smooth complete.(DSR 2023 SI NO 13.80)
1080
114
123876
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Finishing walls with Acrylic Smooth exterior paint of required shadeNew work (Two or more coats applied @ 1.43 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm)(DSR 2023 SI NO 13.46.1)
1080
118
127483.2
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WATER LINE WORK
-
-
-
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DISMENTALING/RE-INSTATEMENT
-
-
-
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Dismentaling of road for laying of sewer including sorting out and stacking of serviceable materials and disposal of inseviceable material upto the distance of 50m
-
-
-
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Stone Patiya
1121
85
96125.75
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BARRICADING
-
-
-
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Providing and erecting temporary barrricading at site as per drawing / direction of engineer in-charge which include writing and painting arrangment of traffic diversion such as traffic signals during constuctions at site for day and night, The barricading provided shall be retained in position at site continuously i/ c shifting of barricading from one location to anothe location as many time as required during the excavation of the entiar work till its completetion.The barricading shall be removed without proir approval of i/c
423
100
42300
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EARTH WORK
-
-
-
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Excavation for Pipe line in mixed soil with lift upto 1.5m lead up to 50m including filling back,watering and ramming of excavated eart into thr tranch and remivel and disposal of surpulse eart within a distance of 50m from the centre of the excavated trench
-
-
-
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00.00 - 1.50m B.G.l
326
235
76919.7
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Bailing out or pumping out water / Liquid mud during tranch excavation.This includes providing necessary fule, labour T&P etc.required the proper running of well point equipment of required capaicty for lowering the water table during excavation and laying of sewer.
-
-
-
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Excavation of Trenches only
423
426
180261.45
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Dismentaling of old existing water pipe and removal of material by mechanical transport up to a lead 100m from site of work including all material labor T&P etc complete.
423
192
81423.27
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CARTING/RE-CARTING & DISPOSAL
-
-
-
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Carting and recasting of excavated earth where sufficient widt of road is not available for stacking of excavated earth average lead 250m.
321.48
158
50793.84
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Carriage of material by mechanical transport including loading unloading and stacking (lead up to 5 Km away from the site)
104.69
183
19210.62
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SHUTTERING
-
-
-
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Provide and fix open timbering (Covering 1/3rd of surface area by plank in trenches for the following depths below G.L Consisting of 40mm thick approved country wood plank for poling board 125*75mm indian sal wood wallers 100mm diameter sal wood ballies for shuttering at 1m c/c including removal after laying (will be taken as one side for the purpose of payment and measurement i.e trenches) dismantled timbeering material will be the property of the contractor
144
460
66240
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BEDDING
-
-
-
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Providing and laying granular bedding with carefully compaction graded hard crusher broken stone of 100 % passing through 20 mm sieve ,20 - 50% passing through 10 mm sieve and 100% retain on 6 mm sieve and dimensions are as approved Drawing for 0.00 to 1.5m
-
-
-
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00.00 to 1.50m B.G.L
33.5
2140
71690
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PIPES
-
-
-
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DI K-7
-
-
-
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Providing and conveying to site DI K-7 with include cost of labour required ransportation, loading, unloading and stacking etc. (excluding cost of laying, Jointing, testing and commisisioning) The pipe shall be ISI Marked
-
-
-
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100 mm internal diameter DI K - 7
423
924
391056.31
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Providing and laying DI specials k-12 class sutable for push on jointing as per IS : 9523 (DSR 2023 SI NO 18.68.1)
3
20009
60029.1
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LOWERING & LAYING OF D.I PIPES/HDPE PIPES
-
-
-
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Carting of flowing size pipe and specials from store to the site of the work within 8 kms,lowering the same into tranches and laying true the alignment and gradiant including jointingthe same properly and testing of pipe line including cutting of pipe for making the required length as per design chart.
-
-
-
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100 mm internal diameter DI K - 7
414.2
39
16311.2
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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Km from the site of work and including watering, dressing etc.rate to include the cost of all material, T&P etc. required for proper completion of work
100
700
70000
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INTERCONNECTION
-
-
-
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Provision for inter connection in between propesed water line to supply water line including cost of all labor material and special T&P required for connection and re-instate the same complete in all respect
-
-
-
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100 mm Dia
18
11427
205688.88
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CONNECTION PIT
-
-
-
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BRICK: CIRCULAR / RECTANGULAR/ PRECAST
-
-
-
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Construction of brick masonry service connection pit in first class brick of following type and size in cement mortar 1:4, M.S coverwith hinge lock,foundation concreat 1:2:4 inside and out side plastering 12 mm th cement mortar 1:3 with floating coat of neat cement complete. (10% Rate reduced due to short heigh & outerplaster not feasible)
18
5000
90000
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SHIFTING OF UTILITIES/SITE CLEARANCE
-
-
-
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Provision for shifting and reinstatement of domestic water pipe connection by HDPE pipe with all labour,materaial T&P etc.
48
3000
144000
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CID/F SLUICE VALVE,NRV,FIRE HYDRANT VALVE
-
-
-
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Proving following size of CID/F Sluice valve,NRV valve and Fire Hydrant Valve of various size given below including cartage loading unloading and stacking etc.complete
-
-
-
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CID/F Sluice Valae
-
-
-
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100 mm Dia
5
12282
61410
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NRV
-
-
-
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100 mm Dia
4
7610
30440
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Provision for site clearance after construction period and unforeseen items.
423
18
7614
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SEWER LINE WORK
-
-
-
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DISMENTALING/RE-INSTATEMENT
-
-
-
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BARRICADING
-
-
-
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Providing and erecting temporary barrricading at site as per drawing/direction of engineer in-charge which include writing and painting arrangment of traffic diversion such as traffic signals during constuctions at site for day and night,The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to anothe location as many time as required during the excavation of the entiar work till its completetion.The barricading shall be removed without proir approval of i/c
80
100
8000
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EARTH WORK
-
-
-
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Excavation by manually or mechanically up to following depths below G.L. for laying sewer line, in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, levelling by manually or mechanically, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches. (Excavation for Manhole is included in manhole item and not to be paid under this item)
-
-
-
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00.00 - 1.50m B.G.l
144
235
33976.8
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Bailing out or pumping out water / Lequied mud during tranch excavation.This includes providing necessary fule,labour T&P etc.required the proper running of well point equipment of required capaicty for lowering the water table during excavation and laying of sewer.
-
-
-
... More
Excavation of Trenches only
80
426
34092
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Dismentaling of old existing sewer pipe and removal of material by mechanical transport up to a lead 100m from site of work including all material labor T&P etc complete.
80
192
15399.2
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CARTING/RE-CARTING & DISPOSAL
-
-
-
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Dismentaling of old existing sewer pipe and removal of material by mechanical transport up to a lead 100m from site of work including all material labor T&P etc complete.
90
158
14220
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Carriage of material by mechanical transport including loading unloading and stacking (lead up to 5 Km away from the site)
24
183
4404
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SHUTTERING
-
-
-
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Provide and fix open timbering (Covering 1/3rd of surface area by plank in trenches for the following depths below G.L Consisting of 40mm thick approved country wood plank for poling board 125*75mm indian sal wood wallers 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 trenches) dismantled timbeering material will be the property of the contractor
70
460
32200
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BEDDING
-
-
-
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Providing and laying granular bedding with carefully compaction graded hard crusher broken stone of 100 % passing through 20 mm sieve ,20 - 50% passing through 10 mm sieve and 100% retain on 6 mm sieve and dimensions are as approved Drawing for 0.00 to 1.5m
-
-
-
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0.00 - 3.00m
11
2140
23540
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RCC PIPE NP3 CLASS
-
-
-
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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 upto date) including all taxes (Central and Local) with Rubber gaskets as per IS 5382-1985 or (amended upto date) including cost of Rubber gaskets labour required transpotation loading and unloading and stacking etc (excluding cost of laying jointing testing and commissioning) The pipe shall be ISI Marked
-
-
-
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NP3 Class
-
-
-
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250 mm Internal Diameter
80
700
56000
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LOWERING & LAYING OF RCC PIPES/HDPE PIPES
-
-
-
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Carting of following size RCC pipe (NP3 Class socketed / spigoted) rubber ring joined and special from store to the work lowering the same into the trench through the alignment including excavation of earth below invert level commissioning etc. complete but excluding excavation and refilling of tranches from ground level to the invert level of pipe.
-
-
-
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250 mm Internal Diameter Pipe
-
-
-
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0.00 - 1.50 m BGL
80
457
36574.4
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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Km from the site of work and including watering, dressing etc.rate to include the cost of all material, T&P etc. required for proper completion of work
36.8
700
25760
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INTERCONNECTION
-
-
-
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Provision for inter connection in between proposed sewer line and existing disposal point including cost of all labour material and special T&P required for connection and re-instate the same complete in all respect.
2
20000
40000
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MANHOLES
-
-
-
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BRICK: CIRCULAR/RECTANGULAR/PRECAST
-
-
-
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Construction of brick masonry service connection pit in first class brick of following type and size in cement mortar 1:4, P.C.C. top slab with 1:2:4, 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, R.C.C arch above pipe icluding excavation, reinforcement and form work, SFRC heavy duty frame and cover as per standard design drawing..(25% reduced rate due to not outer plaster,lesser height that prescribed.)
-
-
-
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Manhole 609x609 mm depth 1.2 to 2.2m (As per Site Requirement)
6
25000
150000
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SHIFTING OF UTILITIES/SITE CLEARANCE
-
-
-
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Provision for shifting and reinstatement of domestic water pipe connection by HDPE pipe with all labour,materaial T&P etc.
14
2500
35000
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Provision for site clearance after construction period and unforeseen items.
80
18
1440
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Supply and fixing of foundation/inauguration stone with latter writing on granite stone with including all T&P complete work as per direction Engineer.
2
8009
16018
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