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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC NANDANI VIHAR ADHOIWALA DEHRADUN | ₹35.0 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹40.5 LRejected-Finance | ₹40.5 L | L2 | Rejected-Finance Disqualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical GRAM SIRSU PO FATEHPUR DUGADDA PAURI GARHWAL | PAURI GARHWAL | UTTARAKHAND | 246001 | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | M/s LAXMAN SINGH NEGI L3 | manoj singh L4 | BHARAT SINGH NEGI L2 | B P ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock. | |||||||
| 1.01 | In soil mixed with boulders | 1,250 | Cum | 280 ₹3.5 L | 300 ₹3.8 L | 370 ₹4.6 L | 180 ₹2.3 L |
| 1.02 | Soft Rock | 556 | Cum | 350 ₹1.9 L | 300 ₹1.7 L | 1 ₹556 | 50 ₹27,800 |
| 2.00Providing of all materials, carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting,threading and testing of pipe line etc complete. | |||||||
| 2.01 | 15 mm dia | 200 | R/m | 187 ₹37,400 | 185 ₹37,000 | 161 ₹32,200 | 185 ₹37,000 |
| 2.02 | 20 mm dia | 1,200 | R/m | 242 ₹2.9 L | 240 ₹2.9 L | 220 ₹2.6 L | 240 ₹2.9 L |
| 2.03 | 25 mm dia | 1,700 | R/m | 335 ₹5.7 L | 340 ₹5.8 L | 320 ₹5.4 L | 330 ₹5.6 L |
| 2.04 | 32 mm dia | 2,000 | R/m | 415 ₹8.3 L | 420 ₹8.4 L | 368 ₹7.4 L | 410 ₹8.2 L |
| 2.05 | 40 mm dia | 800 | R/m | 480 ₹3.8 L | 500 ₹4 L | 432 ₹3.5 L | 480 ₹3.8 L |
| 2.06 | 150 mm dia | 250 | R/m | 2,200 ₹5.5 L | 2,000 ₹5 L | 1,804 ₹4.5 L | 2,187 ₹5.5 L |
Tender Value
Refer Docs
EMD Value
₹89,000
Closing Date
3 Feb 2026, 5:00 pmClosed
Executive Engineer
Office Of The Executive Engineer, Construction Division, Uttarakhand Peyjal Nigam, Kotdwar
Restoration of piple line works amd other appurtemant works at gumkhal satpuli NH roads.
2026_MDPEY_91075_1
150/Nivida/18 dt 15-01-2026
Open Tender
Civil Works
Dwarikhal
As per tender doucument
3 documents required · 3 mandatory
₹3,540
Yes
Executive Engineer, CD UKPJN, Kotdwar
₹89,000
Yes
kotdwar
19 Feb 2026
20 Jan 2026
5 Feb 2026
20 Jan 2026
3 Feb 2026
24 Jan 2026
20 Jan 2026 - 22 Jan 2026
22 Jan 2026
Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock.
In soil mixed with boulders
Soft Rock
Providing of all materials, carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting,threading and testing of pipe line etc complete.
15 mm dia
20 mm dia
25 mm dia
32 mm dia
40 mm dia
150 mm dia
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
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 Clauses 702, 704, 1202 & 1203 of MORD specifications.
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 Clauses 702, 704, 1202 & 1203 of MORD Specification.
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.
Dismantling & Relaying of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work & Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete.
15 mm dia
20 mm dia
25 mm dia
32 mm dia
40 mm dia
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