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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹45.7 LAccepted-AOC | ₹45.7 L Quoted ₹48.9 L | 1 | Accepted-AOC 1 |
| Sl No | Description | Qty | Unit | Ghan Shyam L1 |
|---|---|---|---|---|
| 1.00Supply and cartage, laying and jointing of following sizes of GI pipe conforming to latest BIS code with specials, fitting, lowering into trenches, laid to true alignment & gradient, cutting,threading and testing of pipeline including supply of all material and labour T&P etc. complete. | ||||
| 1.10 | 15 mm GI (Medium) Pipe | 6,600 | m | 183 ₹12,07,800 Lowest |
| 1.20 | 20 mm GI (Medium) Pipe | 4,000 | m | 237 ₹9,48,000 Lowest |
| 1.30 | 25 mm GI (Medium) Pipe | 3,000 | m | 335 ₹10,05,000 Lowest |
| 1.40 | 32 mm GI (Medium) Pipe | 150 | m | 409 ₹61,350 Lowest |
| 1.50 | 40 mm GI (Medium) Pipe | 24 | m | 467 ₹11,208 Lowest |
| 1.60 | 80 mm GI (Medium) Pipe | 24 | m | 1,002 ₹24,048 Lowest |
| 2.00 | Providing, lowering into trenches with true to alignment, Laying & Jointing of full length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials etc complete.Normal Pressure (PN) in 10.00 Kg/Cm2 - 16 mm dia. | 50 | m | 53 ₹2,650 Lowest |
| 3.00 | Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. | 2,360 | cum | 330 ₹7,78,800 Lowest |
| 4.00 | Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan ) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kind of soil for site development of sites for CWR. | 15 | cum | 265 ₹3,975 Lowest |
Tender Value
₹48.9 L
EMD Value
₹84,000
Closing Date
31 Aug 2021, 5:00 pmClosed
eecdukpjnalmora
eecdukpjnalmora
Sunoli water supply scheme augmentation and retrofitting works under Jal Jeevan Mission Block Takula District Almora
2021_MDPEY_35226_1
1864 nivida suchna 162 dated 06 08 2021
Open Tender
Civil Works - Water Works
Item Wise
120 days
Sunoli
please refer to tender document
3 documents required · 3 mandatory
₹3,540
eecdukpjnalmora
₹84,000
11 Nov 2025
10 Aug 2021
1 Sept 2021
11 Aug 2021
31 Aug 2021
11 Aug 2021
Amount
Supply and cartage, laying and jointing of following sizes of GI pipe conforming to latest BIS code with specials, fitting, lowering into trenches, laid to true alignment & gradient, cutting,threading and testing of pipeline including supply of all material and labour T&P etc. complete.
15 mm GI (Medium) Pipe
20 mm GI (Medium) Pipe
25 mm GI (Medium) Pipe
32 mm GI (Medium) Pipe
40 mm GI (Medium) Pipe
80 mm GI (Medium) Pipe
Providing, lowering into trenches with true to alignment, Laying & Jointing of full length of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials etc complete.Normal Pressure (PN) in 10.00 Kg/Cm2 - 16 mm dia.
Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches.
Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan ) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kind of soil for site development of sites for CWR.
Supply of all materials, labour and T & P etc. and construction of R.C.C. Clear Water Reservoir of following Capacity as per type design and drawing including fixing of pipes and fittings
5.00 KL Capacity
10.00 KL Capacity
15.00 KL Capacity
Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect. GM Wheel / Gate valves (Class I) as per IS 788/1971
15 mm dia
20 mm dia
25 mm dia
32 mm dia
50 mm dia
Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.
Construction of stone masonry chamber 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement for Wheel Valve chamber .
Providing and fixing brass ferrule 15mm dia. nominal bore for domestic connections.
Providing and fixing of PTMT bib cock 15 mm dia. nominal bore for domestic connections.
Supply of all materials, labour, T&P etc. and fixing of 60*60 cm MS, MH cover medium quality with handle, hinges & locking arrangements. (made of 3mm sheet & 40x40x5mm angle appx. Wt. 18 kg. Including painting & cartage up to site) .
Dismantling of cement concrete road pavement for laying different sizes of pipes, stacking the serviceable materials and disposal of waste materials upto a distance of 50 m including supplyof materials, labour, T&P etc. complete.
Providing 20 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement including all T&P etc. complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level,1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Random rubble masonry laid dry with hard stone in in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Random rubble masonry laid in 1:6 cement and sand mortar with hard stone in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete.
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