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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.3 LAdmitted-Fee/PreQual/Technical/Finance NEAR HAIDAKHAN MANDIR VILLAGE POST CHILIYANAULA RANIKHET DISTRICT ALMORA UTTARAKHAND PIN 263645 | ALMORA | UTTARAKHAND | 263645 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹50.2 L+₹1.9 L (3.94%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹58.1 L+₹9.8 L (20.3%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹58.3 L+₹10.0 L (20.7%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹60.1 L+₹11.8 L (24.5%)Admitted-Fee/PreQual/Technical/Finance D 57 MANOHAR PURAM BANGALI MORE KANKHAL HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Rawat Sanitations L3 | Narendra Kala L2 | shyam engineers L5 | Shaurya Associates L7 | Sushil Prasad L6 | Vijay Prakash L4 | SS Construction Company L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per directionar Engineer-In-charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). | 60 | CUM | 13,980 ₹13,980 Lowest | 60,000 ₹60,000 | 79,748.4 ₹79,748.4 | 93,000 ₹93,000 | 30,000 ₹30,000 | 93,000 ₹93,000 | 94,800 ₹94,800 |
| 1.02 | Demolishing RCC. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 Cum metres lead as per direction of Engineer-in-charge | 10 | CUM | 4,550 ₹4,550 | 15,000 ₹15,000 | 19,390 ₹19,390 | 23,000 ₹23,000 | 2,000 ₹2,000 Lowest | 23,000 ₹23,000 | 23,000 ₹23,000 |
| 1.03 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 50 | CUM | 4,550 ₹4,550 | 2,000 ₹2,000 | 3,600 ₹3,600 | 1,000 ₹1,000 Lowest | 1,000 ₹1,000 Lowest | 1,000 ₹1,000 Lowest | 4,250 ₹4,250 |
| 1.04 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 in from the center of the trenches. | 1,836 | CUM | 4,05,756 ₹4,05,756 | 2,01,960 ₹2,01,960 | 4,00,248 ₹4,00,248 | 4,59,000 ₹4,59,000 | 2,75,400 ₹2,75,400 | 4,59,000 ₹4,59,000 | 1,46,880 ₹1,46,880 Lowest |
| 1.05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 and for all lift. | 900 | CUM | 1,34,100 ₹1,34,100 | 81,000 ₹81,000 | 1,50,750 ₹1,50,750 | 45,000 ₹45,000 Lowest | 54,000 ₹54,000 | 45,000 ₹45,000 Lowest | 72,000 ₹72,000 |
| 1.06 | Providing of Laying, jointing, testing and commissioning of HDPE Pipes (PE-100) laying and jointing as per IS:7634 (Part-2) as amended upto date using PE 100 grade raw material. Pipe joints shall be water tight, electro fusion welding joint. The rate is inclusive of loading, unloading.
transportation, jointing at site, labours tools and plants all material on any other item require for the completeness of work and hydraulic test a site as per IS 4985 or any latest IS code of practice or 1.5 times the rated pressure which ever is higher with the water supplied by the contractor at his own cost with all lead and lift as per specification and as directed by the Engineer-incharge. (a) 90 mm diameter (OD) | 400 | RM | 1,93,200 ₹1,93,200 | 1,88,000 ₹1,88,000 | 1,68,400 ₹1,68,400 | 2,00,000 ₹2,00,000 | 1,20,000 ₹1,20,000 Lowest | 2,00,000 ₹2,00,000 | 1,40,000 ₹1,40,000 |
| 1.07 | (b) 110 mm diameter (OD) | 100 | RM | 70,800 ₹70,800 | 66,000 ₹66,000 | 62,600 ₹62,600 | 74,000 ₹74,000 | 40,000 ₹40,000 Lowest | 74,000 ₹74,000 | 40,000 ₹40,000 Lowest |
| 1.08 | Providing sand bedding for HDPE pipes with graded sand of 90-100% passing through 4.75mm seive in each layer of thickness not more than 15cm including watering, ramming, consolidation, dressing etc. complete for HDPE pipes of 90 mm diameter OD as per specifications, drawing and as directed by Engineer-incharge. | 20 | CUM | 42,000 ₹42,000 | 24,000 ₹24,000 | 43,260 ₹43,260 | 200 ₹200 Lowest | 4,000 ₹4,000 | 200 ₹200 Lowest | 10,000 ₹10,000 |
| 1.09 | Providing of all materials ISI marked plain ended, MS ERW Pipes of mm thickness confirming to IS 1239 (part-1) and IS 3589 grade Fe 410, Yst 310. Of following diameter. (a) 150 mm dia | 2,050 | RM | 26,65,000 ₹26,65,000 | 28,49,500 ₹28,49,500 | 23,57,500 ₹23,57,500 Lowest | 28,08,500 ₹28,08,500 | 47,15,000 ₹47,15,000 | 28,08,500 ₹28,08,500 | 25,62,500 ₹25,62,500 |
| 1.10 | Laying, Jointing, testing and Carting of M.SER.W. of 4.8mm thickness site store to site of work. Lowering the same units in already prepared trenches upto a Level of approximate 75 cm above the trench bed with the help of cross-angle arrangement. Keeping them true to alignment and gradient as per site conditions, making and cutting of edges of the pipe and M.5. bends, on order to make proper length of pipes as per alignment and gradient with the help of gas flame, leveling the edges of pipe ends. With the help of gas flame and fine tacking of the bends and pipe ends in proper alignment and gradient. Jointing by electric welding process with proper grade of eletrodes suitable for ininting of water supply pipe lines (Ador, L&T or equivalent electrodes completion of work with testing of pipe line etc. (a) 150 mm dia | 2,050 | RM | 7,52,350 ₹7,52,350 | 5,53,500 ₹5,53,500 Lowest | 12,05,400 ₹12,05,400 | 14,35,000 ₹14,35,000 | 5,63,750 ₹5,63,750 | 14,35,000 ₹14,35,000 | 6,66,250 ₹6,66,250 |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
2 Nov 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer UJS Pithuwala
Office of Executive engineer UJS Pithuwala D.DUN
Laying of Rising Main and Distribution system at ward no 90 Mohabbewala Under Pithuwala Division
2026_UKJS_101439_1
1320/e-nivida/2026-27 dated 17-10-2026
Open Tender
Civil Works - Water Works
Item Wise
90 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
EE UJS PITHUWALA
₹1.4 L
Dehradun
3 Nov 2026
20 Oct 2026
3 Nov 2026
20 Oct 2026
2 Nov 2026
20 Oct 2026
27 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per directionar Engineer-In-charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). | 60 | CUM | - | - |
| 1.02 | Demolishing RCC. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 Cum metres lead as per direction of Engineer-in-charge | 10 | CUM | - | - |
| 1.03 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 50 | CUM | - | - |
| 1.04 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 in from the center of the trenches. | 1,836 | CUM | - | - |
| 1.05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 and for all lift. | 900 | CUM | - | - |
| 1.06 | Providing of Laying, jointing, testing and commissioning of HDPE Pipes (PE-100) laying and jointing as per IS:7634 (Part-2) as amended upto date using PE 100 grade raw material. Pipe joints shall be water tight, electro fusion welding joint. The rate is inclusive of loading, unloading.
transportation, jointing at site, labours tools and plants all material on any other item require for the completeness of work and hydraulic test a site as per IS 4985 or any latest IS code of practice or 1.5 times the rated pressure which ever is higher with the water supplied by the contractor at his own cost with all lead and lift as per specification and as directed by the Engineer-incharge. (a) 90 mm diameter (OD) | 400 | RM | - | - |
| 1.07 | (b) 110 mm diameter (OD) | 100 | RM | - | - |
| 1.08 | Providing sand bedding for HDPE pipes with graded sand of 90-100% passing through 4.75mm seive in each layer of thickness not more than 15cm including watering, ramming, consolidation, dressing etc. complete for HDPE pipes of 90 mm diameter OD as per specifications, drawing and as directed by Engineer-incharge. | 20 | CUM | - | - |
| 1.09 | Providing of all materials ISI marked plain ended, MS ERW Pipes of mm thickness confirming to IS 1239 (part-1) and IS 3589 grade Fe 410, Yst 310. Of following diameter. (a) 150 mm dia | 2,050 | RM | - | - |
| 1.1 | Laying, Jointing, testing and Carting of M.SER.W. of 4.8mm thickness site store to site of work. Lowering the same units in already prepared trenches upto a Level of approximate 75 cm above the trench bed with the help of cross-angle arrangement. Keeping them true to alignment and gradient as per site conditions, making and cutting of edges of the pipe and M.5. bends, on order to make proper length of pipes as per alignment and gradient with the help of gas flame, leveling the edges of pipe ends. With the help of gas flame and fine tacking of the bends and pipe ends in proper alignment and gradient. Jointing by electric welding process with proper grade of eletrodes suitable for ininting of water supply pipe lines (Ador, L&T or equivalent electrodes completion of work with testing of pipe line etc. (a) 150 mm dia | 2,050 | RM | - | - |
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