Varanasi Development Authority Tender
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Varanasi Development Authority Tender
Civil And Construction
Excavation
Drainage Work
Eprocure
Opening Date2 Dec 2023
Closing Date15 Dec 2023
Tender Amount₹ 21,36,961
Costs
EMD
₹ 43,000Document Cost
₹ 1,430Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_UPVDA_866940_1Bid Award Id
ViewTender No
696(5)/VDA/NIR/2023-24Tender Authority
Varanasi Development Authority ViewPurchaser Address
-Website
http://https://vdavns.com/
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BOQ Items
(-)Mild steel or iron work in plain work such as in R.C. or R.B. work wrought to required shape as necessary including bending for proper completion for the work and including supply of steel its wastage.(SOR 2020, SI No. 504)
29
184150
6350
(-)APRON ALONG BOUNDRY Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.including all T&P Phowarah and basket etc. complete. P.W.D. 2020 S.I 251
19
2470
130
(-)Concrete with 4cm. Gauge brick ballast sand of 1.25 F.M and cement in proportion of 10:5:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. P.W.D. S.O.R. 274-2020
12.5
53125
4250
(-)Bricks on edge pavement on parties with bricks laid dry, joints filled with local sand including preparatin of base to proper slope and its ramming, spraadion a layer of 1 cm(3/8) depth of local sand over the sub grade and including supply of all materials , labour and T&P etc, required for proper completion of the work.
SOR-2020 -763
125
70000
560
(-)EARTH FILLING IN GROUND Earth work in cuting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 0.5 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead The earth form cutting to be used in filling to the lead of 6 km distance as directed by the E/I [SOR 2020 SI No. 253+231(a)]
3992
1257480
315
(-)Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the as per technical specification clause 201 (SOR 2020 SI No 2.1
5830
20988
3.6
(-)Earth work in cuting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 0.5 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead The earth form cutting to be used in filling to the lead of distance as directed by the E/I [SOR 2020 SI No. 253]
500
57500
115
(-)SEWER WORK
Excavation by manually or mechanically up to following depths below G.I. for laying sewer line, in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, leveling 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) (A.R.)
(A) 350 mm (i) 0.00-1.50
10
2188
218.83
(-)Supply & Carting of following R.C.C.Hume Pipes NP3 inculding collares/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement :2 find sand) including testing of joints. 350 mm dia pipe
10
16000
1600
(-)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, SFRC heavy duty frame and cover as per standard design and drawing. 90×120×120
1
25000
25000
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