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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹36.2 LAccepted-AOC KRISHNAPURI NEAR ROADWAYS BUS STATION PITHORAGARH UTTARAKHAND | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | ₹36.2 L | 1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Bid is Non Responsive |
Tender Value
₹37 L
EMD Value
₹74,000
Closing Date
16 Oct 2021, 5:00 pmClosed
EE UKPJN Pithoragarh
Office of EE UKPJN Pithoragarh
Shiwalaya Ward Sewerage Pipe Laying and Related Works
2021_MDPEY_37130_1
Letter No. 3998/ Nivida/665 Dated 05.10.2021
Open Tender
Civil Works - Water Works
Item Rate
180 days
Pithoragarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Office of EE UKPJN Pithoragarh
₹74,000
2 May 2023
6 Oct 2021
18 Oct 2021
6 Oct 2021
16 Oct 2021
6 Oct 2021
Amount
Exacavating trenches of required width for pipe/ cable etc ramming of bottoms, depth upto 1.5 m including getting out the excavated soil &then refilling the soil as required in layers not exceeding 20 cm in depth including consolidation of each deposited layer by ramming, watering etc and disposal of surplus excavated soil as directed within a lead of 50 m. Ordinary Soil
0 to 1.5 m below G.L
1.5 to 3.0 m below G.L
Exacavating trenches of required width for pipe/ cable etc ramming of bottoms, depth upto 1.5 m including getting out the excavated soil &then refilling the soil as required in layers not exceeding 20 cm in depth including consolidation of each deposited layer by ramming, watering etc and disposal of surplus excavated soil as directed within a lead of 50 m. Soil Mix with Boulder
0 to 1.5 m below G.L
1.5 to 3.0 m below G.L
Carting, laying & jointing of following sizes Ductile Iron Pipes including all fittings, specials, bending, cutting as required for proper completion of work.
150 mm dia
200 mm dia
250 mm dia
Providing and fixing polyvinyl chloride (PVC) pipes, for water supply including all PVC plain & brass threaded fittings, this included jointing of pipes & fitting with one step PVC solvent cement & testing of joints 160 mm nominal outer dia pipes. 10 Kg/cm2 complete as per direction of Engineer in charge. (External work).
160 mm dia
Construction of Manhole for 150 mm to 500 mm dia sewers upto 1.20m depth as per type degin including supply of all materials, labour, T&P etc. required for proper completion of work. (Cost variation will be given according to physical veriation in dia/depth if required.)
Type-B1 ( Dia 0.90m x 1.20m depth )
Construction of Connecting Chamber of size 0.60m x 0.60m x 0.90m for 150 mm to 200 mm dia sewers as per type degin inlcuding supply of all materials, labour, T&P etc. required for proper completion of work. (Cost variation will be given according to physical veriation in dia/depth if required.)
Precast Concrete Manhole Cover and Frame Confirming to IS: 12592-2002 560 mm dia
Precast Concrete Manhole Cover and Frame Confirming to IS: 12592-2002 600 mm dia
Medium Duty (MD 10)
Heavy Duty (HD 20)
Extra Heavy Duty (EHD 35)
Providing and laying P:C:C 1:2:4 (1 cement : 2 coarse sand : stone aggregate 20 mm ) for maintenance of existing manhole / connecting chamber wherever required including supply of materials, labour, T&P required for proper completion of work.
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement in 1:1.5:3(cemnt: coarse sand: stone aggregate 20mm)
Reinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars in qtl
Random Rubble stone masonry in cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone including levellingup with cement 1:6:12(1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level including supply of materials, labour, T&P etc. required for proper completion of work.
15 mm thick cement plaster on rough side of single or half brick wall of mix 1: 4 (1 cement: 3 fine sand)
Brick work with modular bricks of class designation 75 in foundation & plinth Cement mortar 1:4 (1 cement : 4 coarse sand)
Tamporary shifting of excavated soil above 50m during trenching to refilling period.
Dismantling tile work in floors , P:C:C: path, bitumen pavement and roofs laid in cement mortar including stacking material within 50 metre lead.For thickness of tiles above 25 mm and upto 40 mm.
Dismantalling of dia G.I. screwed pipes, specials & fitting from trenches and staking them properly in two chains but excluding cost of excavation of trench.
15mm dia
20mm dia
25mm dia
32mm dia
Relaying Carting, laying & jointing, fixing & testing of G.I. screwed medium class pipes with specials and fitting in trenches underground out side the building including cutting and threading etc complete.
15mm dia
20mm dia
25mm dia
32mm dia
Providing, Carting, laying jointing, fixing and testing of following sizes G.I. (m) class screwed pipes with specials & fittings in trenches underground including cutting, threading etc complete.
15mm dia
20 mm dia
25 mm dia
32 mm dia
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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