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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC | ₹31.9 L | L1 | Accepted-AOC Lowest 1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Because bidder is not Lowest 1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Because bidder is not Lowest 1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Because bidder is not Lowest 1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Because bidder is not Lowest 1 |
| Sl No | Description | Qty | Unit | S.S CONSTRUCTION L4 | Satish Chandra Pande L5 | MANOJ SINGH RAWAT L1 | V.R. & Company L3 | PRAKASH BOUNTHIYAL L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in ordinary soil mixed with shingle, boulder requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches. | 48.38 | CUM | 225 ₹10,886.4 | 325 ₹15,724.8 | 190 ₹9,192.96 Lowest | 205 ₹9,918.72 | 215 ₹10,402.56 |
| 2.00 | Excavation in ordinary Rocks requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches. | 12.1 | CUM | 450 ₹5,443.2 | 458 ₹5,539.97 | 400 ₹4,838.4 Lowest | 410 ₹4,959.36 | 450 ₹5,443.2 |
| 3.00 | Providing and lay P.C.C. 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of materials, labour, T&P required for proper completion of work in foundation as per direction of site engineer incharge | 10.92 | CUM | 7,000 ₹76,440 | 6,500 ₹70,980 | 5,000 ₹54,600 Lowest | 6,750 ₹73,710 | 6,000 ₹65,520 |
| 4.00 | Providing and lay P.C.C. 1:2:4 with cement, local sand and 20mm gauge stone ballast including supply of materials, labour, T&P required for proper completion of work in foundation as per direction of site engineer incharge | 9 | CUM | 8,100 ₹72,900 | 9,500 ₹85,500 | 5,000 ₹45,000 Lowest | 8,000 ₹72,000 | 6,000 ₹54,000 |
| 5.00 | R.R. stone masonry in 1:4 cement and local sand in foundation & plinth indlucing supply of all materials, labour, T&P etc. required for proper completion of work as per direction of site Engineer in charge | 23.59 | CUM | 4,800 ₹1,13,251.2 | 5,418 ₹1,27,832.29 | 4,500 ₹1,06,173 | 4,500 ₹1,06,173 | 3,000 ₹70,782 Lowest |
| 6.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications and as per direction of site engineer incharge | 56.12 | CUM | 4,300 ₹2,41,316 | 3,850 ₹2,16,062 | 3,900 ₹2,18,868 | 4,150 ₹2,32,898 | 3,000 ₹1,68,360 Lowest |
| 7.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications and as per direction of site engineer incharge | 39.46 | CUM | 2,300 ₹90,758 | 2,080 ₹82,076.8 | 1,900 ₹74,974 Lowest | 2,050 ₹80,893 | 3,000 ₹1,18,380 |
| 8.00 | 20 mm thick plaster in proportion of 1:4with cement and sand on stone masonary wall including supply of all materials, labour, T&P etc required for proper. | 109.47 | Sqm | 400 ₹43,788.8 | 425 ₹46,525.6 | 350 ₹38,315.2 Lowest | 380 ₹41,599.36 | 2,000 ₹2,18,944 |
| 9.00 | 20 mm thick plaster in proportion of 1:2with cement and sand on stone masonary wall including supply of all materials, labour, T&P etc required for proper. | 70.99 | Sqm | 430 ₹30,527.42 | 550 ₹39,046.7 | 360 ₹25,557.84 Lowest | 435 ₹30,882.39 | 360 ₹25,557.84 Lowest |
| 10.00 | Supply and filling graded pebbles of 25 to 50 mm guage | 18.06 | CUM | 2,000 ₹36,120 | 7,250 ₹1,30,935 | 1,800 ₹32,508 Lowest | 1,950 ₹35,217 | 2,000 ₹36,120 |
Tender Value
₹33.6 L
EMD Value
₹75,000
Closing Date
7 Jun 2023, 5:00 pmClosed
Executive Engineer
Office Of The Executive Engineer, IInd Construction Division, Uttarakhand Peyjal Nigam, Kotdwar
Construction of source, CWR laying, jointing and testing of GI pipe line, providing FHTC and other appurtenant works in Bangar water supply scheme Phase-II along with handing over the work after commissioning to maintenance agency under jjm.
2023_MDPEY_57265_3
147/NIVIDA/33 DT 10-04-2023
Open Tender
Civil Works - Water Works
Item Rate
270 days
Rikhnikhal
As per tender document
3 documents required · 3 mandatory
₹2,950
Executive Engineer, IINd UKPJN, Kotdwar
₹75,000
kotdwara
20 Aug 2025
24 May 2023
9 Jun 2023
24 May 2023
7 Jun 2023
26 May 2023
24 May 2023 - 25 May 2023
25 May 2023
Amount
Excavation in ordinary soil mixed with shingle, boulder requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches.
Excavation in ordinary Rocks requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches.
Providing and lay P.C.C. 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of materials, labour, T&P required for proper completion of work in foundation as per direction of site engineer incharge
Providing and lay P.C.C. 1:2:4 with cement, local sand and 20mm gauge stone ballast including supply of materials, labour, T&P required for proper completion of work in foundation as per direction of site engineer incharge
R.R. stone masonry in 1:4 cement and local sand in foundation & plinth indlucing supply of all materials, labour, T&P etc. required for proper completion of work as per direction of site Engineer in charge
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications and as per direction of site engineer incharge
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications and as per direction of site engineer incharge
20 mm thick plaster in proportion of 1:4with cement and sand on stone masonary wall including supply of all materials, labour, T&P etc required for proper.
20 mm thick plaster in proportion of 1:2with cement and sand on stone masonary wall including supply of all materials, labour, T&P etc required for proper.
Supply and filling graded pebbles of 25 to 50 mm guage
Supply and lay 150mm dia perforated gi (m) pipe having 10mm dia holes 25mm aparts ms strainer at a gradient of 1into 50
Supply and lay the 50mm dia pipe at gadhera for bye pass arrangement.
Supply and fix 50mm dia g.i. cap and socket over by
Supply and lay boulder pitching.
Construction of Intake chamber having (1.0mx1.0m) size at tapping point for collection of water including supply of all materials,labour, T&P etc. complete,as per direction of site engineer in charge.
Supply of following dia GI (M) class pipes including cartage, laying & jointing, cutting, threading, testing etc complete in trenches under ground with specials and fittings as per direction site Engineer- in -charge.
15mm dia
20mmdia
25mm dia
32mm dia
Excavation of earth work in in pipe line in following strata lift upto 1.5M.Lead upto 30M. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adjuscent of 60m.
Soil mixed with bajri and boulder
Soft rock
Supply,cartage of following sizes of G.M. Gate valves 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
15mm dia
20mm dia
25mm dia
32mm dia
Supply of all materials, labour and T&P etc. and construct Gate valve chambers 45cm x 45cm size as per type design complete and as per direction of site Engineer in charge
Supply,cartage of following sizes of air valves 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
15mm (T.P.-10 kg/Sqcm)
Supply of all materials, labours, T&P etc and construct air valve chamber as per type design complete.
Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 .
Making ferrule connection in the existing main of G.I. or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.
Providing and fixing brass bib cock of approved quality
Providing brass ferrule of approved quality
Installing MS Iron board(4x3 Feet) including painting and letter writing at site
PRAKASH BOUNTHIYAL
V.R. & Company
S.S CONSTRUCTION
Satish Chandra Pande
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