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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 | L-1₹20.2 LAccepted-Finance H NO 281 PHASE III HOUSING BOARD BADDI TEHSIL BADDI DISTRICT SOLAN HP | L-1 | Accepted-Finance Accepted | |
| 2 | L-2₹20.5 L+₹30,237.03 (1.50%)Rejected-Finance | L-2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SAUNKHLA ENTERPRISES L2 | ANITA KUMARI CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches (for pipes and circular manholes) upto all depths in all kind of soil such as pick work.jumper work, saturated soil including bailing or pumping out water,blasting soft/hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides levelling of beds to correct grade including. shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying.jointing and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soll/un-useable materials, Including providing diversion of traffic, fixing light signals, fixing caution boards, crossing over trenches for access to housues as directed complete in all respect within all leads and lifts as per the directions of Engineer-in Charge. | 655.42 | Cum | 300 ₹1,96,626 Lowest | 310 ₹2,03,180.2 |
| 2.00Providing.Laying, jointing and testing in frenches to be levelled to grade, Centrifugal Ductile Iron (Spun) Spigot and Socketed pressure pipe confirming to BIS 8329-2000 Class K- 7 with sulphate resistance portland cement (confirming to IS 12330 or IS 6909 with latest ammendments), mortar lining on inner side suitable for tyton (push on joints), including tylon push joints, bends of all degrees, fees, collars, tapers (if required), crosses, short pieces, tall pieces, plugs of required sizes l/c cutting pieces, chamfering where ever required (earth work in trenches to be measured and paid for separately) including carriage with in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters. | |||||
| 2.01 | 250mm dia | 450 | Rmt. | 2,800 ₹12,60,000 Lowest | 2,800 ₹12,60,000 Lowest |
| 3.00 | P/L cement concrete 1:4:8(1cement: 4 sand: 8 water borne aggregate 40 mm nominal 6.38 size) and curing complete excluding the cost of form work in foundation and plinth I/c carriage of materials with in all leads and lifts. | 6.38 | Cum | 6,500 ₹41,470 | 5,000 ₹31,900 Lowest |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring, shuttering, strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to celling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in including carriage of materials within all leads and lifts complete in respect. | |||||
| 4.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc.upto 200mm in thickness. | 12.55 | Sqm | 550 ₹6,902.5 | 310 ₹3,890.5 Lowest |
| 4.02 | In walls any thickness but not less than 0.10m thickness,) partitions and string courses and like. | 141.3 | Sqm | 400 ₹56,520 | 310 ₹43,803 Lowest |
| 5.00P/L cement concrete work 1:1.5:3 (1cement:1.5sand :3 graded stone aggregate 20 mm nominal size)and curing complete excluding cost of form work and reinforcment for reinforced concrete form work and reinforcement for reinforced concrete work in i/c carriage of material within all lead and lifts. | |||||
| 5.01 | Flat surfaces such as slab etc. | 12.5 | Cum | 9,500 ₹1,18,750 | 9,250 ₹1,15,625 Lowest |
| 5.02 | In walls (any thickness but not less than 0.10m thickness,) partitions and string courses and like. | 12.45 | Cum | 9,500 ₹1,18,275 | 9,250 ₹1,15,162.5 Lowest |
Tender Value
₹20.8 L
EMD Value
₹41,568
Closing Date
7 Nov 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Jal Shakti Division Baddi
Providing and laying, jointing, testing and commissioning of centrifugal DI pipe 250 mm dia K-7 and construction of 15 No. circular man hole from bridge of Chakkan road to Chakkan Nallah. (Under PDNA Sanction ID 9739).
2026_HPIPH_146934_1
NIT No. 23521-624 Dated 30-10-2026
Open Tender
Civil Works
Item Rate
30 days
Baddi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹41,568
13 Nov 2026
30 Oct 2026
7 Nov 2026
30 Oct 2026
7 Nov 2026
30 Oct 2026
30 Oct 2026 - 6 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches (for pipes and circular manholes) upto all depths in all kind of soil such as pick work.jumper work, saturated soil including bailing or pumping out water,blasting soft/hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides levelling of beds to correct grade including. shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying.jointing and testing of pipes returing the useable soil in trenches in 15 cm (fiften centimeter) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soll/un-useable materials, Including providing diversion of traffic, fixing light signals, fixing caution boards, crossing over trenches for access to housues as directed complete in all respect within all leads and lifts as per the directions of Engineer-in Charge. | 655.42 | Cum | - | - |
| 2Providing.Laying, jointing and testing in frenches to be levelled to grade, Centrifugal Ductile Iron (Spun) Spigot and Socketed pressure pipe confirming to BIS 8329-2000 Class K- 7 with sulphate resistance portland cement (confirming to IS 12330 or IS 6909 with latest ammendments), mortar lining on inner side suitable for tyton (push on joints), including tylon push joints, bends of all degrees, fees, collars, tapers (if required), crosses, short pieces, tall pieces, plugs of required sizes l/c cutting pieces, chamfering where ever required (earth work in trenches to be measured and paid for separately) including carriage with in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters. | |||||
| 2.01 | 250mm dia | 450 | Rmt. | - | - |
| 3 | P/L cement concrete 1:4:8(1cement: 4 sand: 8 water borne aggregate 40 mm nominal 6.38 size) and curing complete excluding the cost of form work in foundation and plinth I/c carriage of materials with in all leads and lifts. | 6.38 | Cum | - | - |
| 4Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring, shuttering, strutting and propping etc with wooden battens and ballies. height of propping and centring below supporting floor to celling not exceeding 4 mtrs.and removal of the same for insitu-reinforced concrete and plain concrete work in including carriage of materials within all leads and lifts complete in respect. | |||||
| 4.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc.upto 200mm in thickness. | 12.55 | Sqm | - | - |
| 4.02 | In walls any thickness but not less than 0.10m thickness,) partitions and string courses and like. | 141.3 | Sqm | - | - |
| 5P/L cement concrete work 1:1.5:3 (1cement:1.5sand :3 graded stone aggregate 20 mm nominal size)and curing complete excluding cost of form work and reinforcment for reinforced concrete form work and reinforcement for reinforced concrete work in i/c carriage of material within all lead and lifts. | |||||
| 5.01 | Flat surfaces such as slab etc. | 12.5 | Cum | - | - |
| 5.02 | In walls (any thickness but not less than 0.10m thickness,) partitions and string courses and like. | 12.45 | Cum | - | - |
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