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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 LAccepted-AOC VILLAGE RAMNI POST OFFICE RAMNI TEHSIL NICHAR DISTT KINNAUR H P | KINNAUR | HIMACHAL PRADESH | 172103 | ₹2.6 L | 1 | Accepted-AOC Accepted |
| 2 | 2₹2.7 LRejected-AOC R O VILLAGE POST OFFICE DOHAG TEHSIL JOGINDER NAGAR DISTRICT MANDI H P | ₹2.7 L | 2 | Rejected-AOC Rejected |
| 3 | 3₹2.8 LRejected-AOC VILLAGE BANDLI PO KANDO BHATNOL TEHSIL SHILLAI DISTRICT SIRMOUR HP | BANDLI | SIRMOUR | HIMACHAL PRADESH | ₹2.8 L | 3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | CHATTER SINGH L3 | ABHISHEK KUMAR L2 | PADAM SINGH NEGI CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed:(Average 07020100, 07020200, 07020501) | 7.68 | Cum | 800 ₹7,249.92 | 300 ₹2,718.72 | 765.6 ₹6,938.18 |
| 2.00 | Chiselling/Wedging out of rock where blasting is prohibited: Hard Rock. (07020502) | 4.14 | Cum | 2,800 ₹13,678.56 | 1,000 ₹4,885.20 | 2,594.34 ₹12,673.87 |
| 3.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 124.74 | Kg | 90 ₹13,247.39 | 90 ₹13,247.39 | 80.91 ₹11,909.40 |
| 4.00 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 15 mm dia nominal bore | 30 | M | 250 ₹8,850 | 244 ₹8,637.60 | 220.98 ₹7,822.69 |
| 5.00 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore | 5 | Nos | 600 ₹3,540 | 585 ₹3,451.50 | 532.44 ₹3,141.40 |
| 6.00 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore | 5 | Nos | 500 ₹2,950 | 505 ₹2,979.50 | 461.1 ₹2,720.49 |
| 7.00 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore | 5 | Nos | 350 ₹2,065 | 380 ₹2,242 | 347.13 ₹2,048.07 |
| 8.00 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 15 mm nominal bore | 5 | Nos | 200 ₹1,180 | 209 ₹1,233.10 | 188.79 ₹1,113.86 |
| 9.00 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 5 | Nos | 4,800 ₹28,320 | 4,500 ₹26,550 | 4,517.91 ₹26,655.67 |
| 10.00 | Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Coupling/Socket For 15.88 mm outer dia pipe | 6 | Nos | 80 ₹566.40 | 83 ₹587.64 | 78.3 ₹554.36 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹6,000
Closing Date
3 Dec 2025, 5:00 pmClosed
Senior Manager (P)
HPPTCL, PIU Bhabanagar, Distt. Kinnaur
Supply and Installation of Additional Water Storage Tank for Type-III and Type- IV Quarters at Bhabanagar, including Miscellaneous Works under HPPTCL, PIU Bhabanagar, District Kinnaur.
2025_HPPTC_120495_1
HPPTCL/Bhaba/TENDER/2025-26/10
Open Tender
Civil Works
45 days
Bhabanagar, Distt. Kinnaur
Refer Tender Documents
4 documents required · 4 mandatory
₹1,180
Senior Manager (P)
₹6,000
5 Jan 2026
14 Nov 2025
4 Dec 2025
14 Nov 2025
3 Dec 2025
14 Nov 2025
Amount
Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed:(Average 07020100, 07020200, 07020501)
Chiselling/Wedging out of rock where blasting is prohibited: Hard Rock. (07020502)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 15 mm dia nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 15 mm nominal bore
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge. Coupling/Socket For 15.88 mm outer dia pipe
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer along with two coat of black enamel paint all complete.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
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)
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete : 100x75x3.50 mm
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm
Providing and fixing ISi marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : 250x20x6 mm
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.
ABHISHEK KUMAR (BID ID -589777)
CHATTER SINGH (BID ID -590009)
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