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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC DURGA ENCLAVE NEAR HILL VIEW APARTMENT SAHASTRADHARA ROAD DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹1.3 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.3 CrRejected-Finance KRISHNAPURI NEAR ROADWAYS BUS STATION PITHORAGARH UTTARAKHAND | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | ₹1.3 Cr | 2 | Rejected-Finance L2 |
| 3 | 3₹1.4 CrRejected-Finance | ₹1.4 Cr | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | soar valley construction L2 | M/S MAHAN TRIVEDI L3 | M/S Disha Associates L1 |
|---|---|---|---|---|---|---|
| 1.00Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Manholes, Gully pits, Chambers etc. in soil i/c extra excavation below inverts, trimming and dressing of sides, levelling and back filling of trenchesby excavated earth in 20cm layers, watering and ramming the samei/c removal of surplus earth or other dismantled material upto a distance of 50 meters from the centre of trenches and cleaning of sites properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels upto 90cm above shall be done manually only. Soil mixed with moorum, shingle & kankar etc. | ||||||
| 1.01 | 0.00m to 1.50m B.G.L. | 1,268 | Cum | 200 ₹2.5 L | 280 ₹3.6 L | 270 ₹3.4 L |
| 1.02 | 1.50m to 3.00m B.G.L. | 38 | Cum | 300 ₹11,400 | 370 ₹14,060 | 360 ₹13,680 |
| 2.00Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Manholes, Gully pits, Chambers etc. in soil i/c extra excavation below inverts, trimming and dressing of sides, levelling and back filling of trenchesby excavated earth in 20cm layers, watering and ramming the samei/c removal of surplus earth or other dismantled material upto a distance of 50 meters from the centre of trenches and cleaning of sites properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels upto 90cm above shall be done manually only. Medium rock | ||||||
| 2.01 | 0.00m to 1.50m B.G.L. | 253 | Cum | 650 ₹1.6 L | 1,160 ₹2.9 L | 1,100 ₹2.8 L |
| 2.02 | 1.50m to 3.00m B.G.L. | 7 | Cum | 750 ₹5,250 | 1,260 ₹8,820 | 1,200 ₹8,400 |
| 3.00Provide & fixing of Open Timbering ( covering 1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm x 75mm Indian Salwood walers and 100mm dia Sal wood ballies for struts at 1.50m intervali/c removal after laying of sewer (both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equal to length x depth of trenches. Dismantled timbering materials will be the property of the contractor. | ||||||
| 3.01 | Depth upto 3.00m, below G.L. | 1,293 | Sqm | 200 ₹2.6 L | 200 ₹2.6 L | 180 ₹2.3 L |
| 4.00Providing and fixing polyvinyl chloride (PVC) pipe, for water supply/sewerage works including all PVC plain & brass threaded fitting, this included jointing of pipe &Fitting with one step PVC solvent cement & testing of joints Following nominal outer dia pipes. 10 Kg/Cm2 complete. 150mm dia | ||||||
| 4.01 | 0.00m to 1.50m B.G.L. | 625 | Mtr | 1,700 ₹10.6 L | 1,700 ₹10.6 L | 1,650 ₹10.3 L |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
23 Jan 2026, 5:00 pmClosed
SE UKPJN Pithoragarh
Office of SE UKPJN Pithoragarh
EXTENSION OF SEWERAGE LINE IN BAJETY WARD UNDER DISTRICT PITHORGARH
2026_MDPEY_90529_1
Letter No 3129/Nivida/256 Dated 30.12.2025
Open Tender
Civil Works
365 days
Pithoragarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Office of EE UKPJN Pithoragarh
₹2.9 L
Office of SE UKPJN Pithoragarh
17 Apr 2026
5 Jan 2026
28 Jan 2026
5 Jan 2026
23 Jan 2026
9 Jan 2026
8 Jan 2026
0.00m to 1.50m B.G.L.
1.50m to 3.00m B.G.L.
0.00m to 1.50m B.G.L.
1.50m to 3.00m B.G.L.
Depth upto 3.00m, below G.L.
0.00m to 1.50m B.G.L.
1.50m to 3.00m B.G.L.
0.00m to 1.50m B.G.L.
1.50m to 3.00m B.G.L.
upto 1.65m B.G.L. 900mm internal dia
upto 3.00m B.G.L. 1200mm internal dia
Provide all materials, labour, T&P etc. and construct brick masonry house connecting chambers as per Jal Nigam specifications and drawings. 0.90 x 0.60 x 1.50m internal size
Carting and recarting of excavated earth in the narrow lanes, in which excavated earth is not possible to collect the earth above the trenches assuming 10% of total excavated earth. (upto 5km @ Rs. 17.1/qtl.)
Disposal of surplus earth upto a distance of 8.0 Km including loading, transporting, unloading to approved dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
15mm dia
50mm dia
65mm dia
80mm dia
100mm dia
Excavation in soil mixed with single, boulders etc. requiring the use of special T&P for pipeline trenches including lift upto 1.5m and lead upto 30m, refilling, watering, ramming of excavated earth into the trenches.
50 mm to 125 mm dia.
150 mm to 200 mm dia.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 250 mm diameter
U Type Drain (45 X 30 cm)
K.C. Drain
0.00m to 1.50m B.G.L.
1.50m to 3.00m B.G.L.
1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
Provision for barricading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement. Including supply of all material, T&P, etc complete.
Random Rubble stone masonry in cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone including levellingup with cement 1:6:12(1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level including supply of materials, labour, T&P etc. required for proper completion of work.
Brick work with modular brick of class designation 75 in foundation and plinth cement mortar 1:4(1 cement : 4 coarse sand).
12mm thick cement plaster on rough side of single or half brick wall of mix 1:4
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