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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹74.8 LAccepted-AOC KRISHNAPURI NEAR ROADWAYS BUS STATION PITHORAGARH UTTARAKHAND | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | 1 | Accepted-AOC L1 | |
| 2 | 2₹79.2 L+₹4.5 L (5.98%)Rejected-Finance | 2 | Rejected-Finance L2 |
Tender Value
₹75 L
EMD Value
₹1.5 L
Closing Date
22 Mar 2021, 5:00 pmClosed
EE UKPJN Pithoragarh
Office of EE UKPJN Pithoragarh
Construction sewerage line from kumod khark naula to nirada
2021_MDPEY_31211_1
Letter No. 1235 / Nivida / 374 Dated 06.03.2021
Open Tender
Civil Works - Others
Item Rate
540 days
Pithoragarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Office of EE UKPJN Pithoragarh
₹1.5 L
21 May 2022
15 Mar 2021
24 Mar 2021
15 Mar 2021
22 Mar 2021
15 Mar 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
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
300 mm dia
350 mm dia
400 mm dia
450 mm dia
500 mm dia
Supply,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
Construction of Manhole type B1 of Dia 0.90m x 1.20m 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.) Cost variation will be given 3155.42 per 0.10m according depth between 0.65m to 1.00m physical veriation in dia/depth if required. Cost variation will be given 1627.60 per 0.10m according depth between 1.00m to 1.65m physical veriation in dia/depth if required. Cost variation will be given 2162.39 per 0.10m according depth between 1.65m to 2.30m physical veriation in dia/depth if required.
Type-B2 (Dia 1.20m x 2.30m x 1.00m depth) Cost variation will be given 3155.42 per 0.10m according depth between 0.65m to 1.00m physical veriation in dia/depth if required. Cost variation will be given 1627.60 per 0.10m according depth between 1.00m to 1.65m physical veriation in dia/depth if required. Cost variation will be given 2162.39 per 0.10m according depth between 1.65m to 2.30m physical veriation in dia/depth if required.
Construction of Connecting Chamber of size 0.60m x 0.60m x 0.90m for 150 mm to 500 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.)
Tamporary shifting of excavated soil above 50m during trenching to refilling period (dumping ground at STP land Nirada).
Providing and laying P:C:C 1:4:8 (1 cement : 4 coarse sand : 8 stone aggregate 20 mm ) including supply of materials, labour, T&P required for proper completion of work.
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.
Laid dry stone masonry
Providing and laying P:C:C 1:2:4 (1 cement : 2 coarse sand : stone aggregate 20 mm ) including supply of materials, labour, T&P required for proper completion of work.
Providing and laying in position specified grade of rainforced cement concrete excluding the cost of centring shuttering finishing and reinforcement in 1:1.5:3(cement: coarse sand: stone aggregate 20 mm)
Providing and laying Non Pressure NP-3 class (Medium duty) jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc
200mm dia
250mm dia
Construction of connecting Chamber of size .60m x.60m x .60m for R.C.C. S&S pipe (NP2-class) 200mm and 250 mm dia pipe as per type degin including supply of all material, labour, T&P ect.(Cost variation will be given according to physical variation in diamantion/depth if required.)
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.
15 mm dia
20 mm dia
25 mm dia
32 mm dia
M/S Mahan Trivedi
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