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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹61.2 LAccepted-AOC | ₹61.2 L | L2 | Accepted-AOC Lowest 1 |
| 2 | Rejected-Technical NANDANI VIHAR ADHOIWALA DEHRADUN | - | - | 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 | HIMALAYAN INFRATECH L6 | PRAKASH BOUNTHIYAL L3 | NEERAJ KUMAR SHAMRA L1 | B P ENTERPRISES L4 | V.R. & Company L2 | OM CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Double intake chamber 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. | 1 | Nos. | 50,000 ₹50,000 | 42,000 ₹42,000 Lowest | 52,350 ₹52,350 | 50,000 ₹50,000 | 50,000 ₹50,000 | 50,000 ₹50,000 |
| 2.00Supply, laying and jointing following ERW pipes, including lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & welding of pipe for making up length as required for proper completion of works. | |||||||||
| 2.01 | 40 mm dia and 2.90 mm thick | 900 | Rm. | 600 ₹5,40,000 | 400 ₹3,60,000 Lowest | 450 ₹4,05,000 | 460 ₹4,14,000 | 448 ₹4,03,200 | 720 ₹6,48,000 |
| 3.00Supply, cartage, lowering them in to the trenches, laying true to alignment and gradient, jointing and fixing with pipe line including cutting and threading making up lengths as required for proper completion of work with the following fittings including cartage of materials, labours, T&P etc complete. | |||||||||
| 3.01 | High head cast iron air valves 15mm (T.P.-10 kg/Sqcm) | 2 | Nos. | 4,600 ₹9,200 | 4,000 ₹8,000 | 4,796 ₹9,592 | 3,700 ₹7,400 Lowest | 4,000 ₹8,000 | 3,800 ₹7,600 |
| 3.02 | Scour / Sluice valves (PN-1.6) as per I S 778/2000 40mm Dia | 2 | Nos. | 4,900 ₹9,800 | 4,500 ₹9,000 | 5,085 ₹10,170 | 4,900 ₹9,800 | 4,500 ₹9,000 | 4,000 ₹8,000 Lowest |
| 3.03 | Non return valve (PN-1.6) (T.P.-10 kg/Sqcm) 40mm Dia | 2 | Nos. | 9,000 ₹18,000 | 8,000 ₹16,000 | 9,323 ₹18,646 | 8,500 ₹17,000 | 8,000 ₹16,000 | 4,500 ₹9,000 Lowest |
| 4.00 | Supply of all materials, labours, T&P etc and construct Non return /scour / sluice / air valve chamber as per type design complete as per direction of site engineer in-charge. | 6 | Nos. | 11,400 ₹68,400 | 10,000 ₹60,000 Lowest | 11,760 ₹70,560 | 11,200 ₹67,200 | 10,000 ₹60,000 Lowest | 13,500 ₹81,000 |
| 5.00Supply 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. | |||||||||
| 5.01 | 15mm dia | 1,460 | Rm. | 200 ₹2,92,000 | 170 ₹2,48,200 | 165 ₹2,40,900 Lowest | 184 ₹2,68,640 | 185 ₹2,70,100 | 177 ₹2,58,420 |
Tender Value
₹65.1 L
EMD Value
₹1.4 L
Closing Date
1 Sept 2023, 5:00 pmClosed
Executive Engineer
Office Of The Executive Engineer, IINd Construction Division, Uttarakhand Peyjal Nigam, Kotdwar
Construction of source, C.W.R., laying, jointing and testing of G.I. pipe line, providing F.H.T.C. and other appurtenant works in Sinala Solar pumping water supply scheme Phase-II along with handing over the works after commissioning to maintenance a
2023_MDPEY_62102_1
1293 /Nivida / 221 Dated 16-08-2023
Open Tender
Civil Works - Water Works
Item Rate
120 days
Rikhnikhal
Tender document
3 documents required · 3 mandatory
₹4,720
Executive Engineer, IInd UKPJN, Kotdwar
₹1.4 L
Kotdwara
20 Aug 2025
17 Aug 2023
2 Sept 2023
17 Aug 2023
1 Sept 2023
19 Aug 2023
17 Aug 2023 - 18 Aug 2023
18 Aug 2023
Amount
Construction of Double intake chamber 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, laying and jointing following ERW pipes, including lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & welding of pipe for making up length as required for proper completion of works.
40 mm dia and 2.90 mm thick
Supply, cartage, lowering them in to the trenches, laying true to alignment and gradient, jointing and fixing with pipe line including cutting and threading making up lengths as required for proper completion of work with the following fittings including cartage of materials, labours, T&P etc complete.
High head cast iron air valves 15mm (T.P.-10 kg/Sqcm)
Scour / Sluice valves (PN-1.6) as per I S 778/2000 40mm Dia
Non return valve (PN-1.6) (T.P.-10 kg/Sqcm) 40mm Dia
Supply of all materials, labours, T&P etc and construct Non return /scour / sluice / air valve chamber as per type design 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
25mmdia
32mm dia
40mm dia
50mm 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
25mm dia
32mm dia
50mm 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 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
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
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
Solar Submarsible AC pump set to deliver 16000 LPD discharge at 200 Mtrs. Head, Suitable HP, 230 VAC, 50 Hz, 3 phase with 3 mtrs cable and Controller complete all respect. ( one set for spare)
Solar pump controller panel ( VFD cum starter) Dual power (Both AC/DC) Suitable for above submarsible pump set as following. (One no. as spare) as per site requirement
GSM sim based mobile phone operating divice
Float switch with control wire. ( for tank empty and full)
Supply of solar DC wire 6 sq. mm X 1 core, copper conductor, PVC insulated.
Jointing material and other fittings
Supply of Submasible cable 10 sq. mm X 3core, copper conductor, PVC insulated
Solar photo voltic poly crystalline solar module/PV Panel array (5025 W) 335 watt each
Hot deep galvanized steel Structure of adequate strength as per site requirement
Construction of CC foundation / base for mounting structure with all consumable material ie. Cement, concret, sand, iron bar etc.
Fencing of SPV Panels etc.
Lightning arrestor with pole, copper strip, copper plate earthing complete in all respect.
Copper earthing of all PV modules mounting structures including copper strip, copper plate earthing complete in all respect.
Pipe fitting with 40 mm dia size GI pipe, Gate valve, Reflex valve, GI union, elbow, nipple, Tee etc complete as required at site.
Installation,testing & commissioning of all above supplied Items
Watch and ward of this solar pumping scheme for 12 months during stabilization
V.R. & Company
PRAKASH BOUNTHIYAL
B P ENTERPRISES
OM CONSTRUCTION
HIMALAYAN INFRATECH
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