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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 | 1₹1.1 LAccepted-AOC BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | 1 | Accepted-AOC Lowest bid | |
| 2 | 2₹1.2 L+₹13,014.12 (12.4%)Rejected-Finance | 2 | Rejected-Finance High bid |
| Sl No | Description | Qty | Unit | ANOKH RAM L2 | SURESH KUMAR L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts. | 6.92 | Cum | 430 ₹2,975.6 | 289 ₹1,999.88 Lowest |
| 2.00 | Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth. | 0.43 | Cum | 9,400 ₹4,042 | 8,500 ₹3,655 Lowest |
| 3.00 | Random rubble masonry/polygonal rubble masonry un-coursed/brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1cement :6 sand :12 graded stone aggregate 40mm nominal size) in Cement mortar 1:6(1cement : 6sand) with in all leads and lifts as per the direction of Engineer-in-Charge. | 3.28 | Cum | 7,500 ₹24,600 | 6,500 ₹21,320 Lowest |
| 4.00Providing and laying cement concrete 1:2:4 (1cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding the cost of form work in | |||||
| 4.01 | Foundation, footings, bases of columns and the like mass concrete in all leads and lifts. | 0.06 | Cum | 10,500 ₹630 | 9,500 ₹570 Lowest |
| 5.00 | Providing & laying wire crates made of G.I. wire filled with boulders with square cut faces against the wire the size of boulder / stone used in apron shall be larger then the opening of mesh i.e more than 15cm having proportionate weight not be less than 18kg (wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts. | 11.72 | Cum | 1,800 ₹21,096 | 1,749 ₹20,498.28 Lowest |
| 6.00 | Providing Wire crate made of G.I. wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge. | 46.88 | Sqm | 380 ₹17,814.4 | 269 ₹12,610.72 Lowest |
| 7.00Dismentaling of existing G.I. pipes and cutting the welded joints with minimum wastage of pipe and stacking at site of following dia meter as per direction and to the entire satisfaction of Engineer in charge. | |||||
| 7.01 | 125mm dia | 60 | Joints | 135 ₹8,100 | 119 ₹7,140 Lowest |
| 8.00Welding of joint( by way of circumfrential butt welded joints by electrical arc welding ) to (GI Pipes) of following dia meters confirming to BIS 1239-2001 (latest with upto date amendments) having wall thickness as per code with bevelled / plain ends in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. | |||||
Tender Value
₹1.4 L
EMD Value
₹2,764
Closing Date
25 Jul 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE JSD Katrain
JSD Katrain
SH CO Supporting pillar, CO wire crate Dismantling, re laying, jointing testing of G.I. pipe 125mm Dia
2025_HPIPH_110132_1
3222-3350 dated 15.07.2025
Open Tender
Civil Works
Item Rate
KATRAIN
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE JSD Katrain
₹2,764
22 Aug 2025
16 Jul 2025
25 Jul 2025
16 Jul 2025
25 Jul 2025
16 Jul 2025
Amount
Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction of Engineer-in-charge with in all leads and lifts.
Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth.
Random rubble masonry/polygonal rubble masonry un-coursed/brought to courses with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1cement :6 sand :12 graded stone aggregate 40mm nominal size) in Cement mortar 1:6(1cement : 6sand) with in all leads and lifts as per the direction of Engineer-in-Charge.
Providing and laying cement concrete 1:2:4 (1cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding the cost of form work in
Foundation, footings, bases of columns and the like mass concrete in all leads and lifts.
Providing & laying wire crates made of G.I. wire filled with boulders with square cut faces against the wire the size of boulder / stone used in apron shall be larger then the opening of mesh i.e more than 15cm having proportionate weight not be less than 18kg (wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.
Providing Wire crate made of G.I. wire hand woven (double twisted) filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corresponding to SWG-6 15cmx15cm mesh in apron and sloping pitching complete in all leads and lifts including carriage of material and to the entire satisfaction of Engineer-in-charge.
Dismentaling of existing G.I. pipes and cutting the welded joints with minimum wastage of pipe and stacking at site of following dia meter as per direction and to the entire satisfaction of Engineer in charge.
125mm dia
Welding of joint( by way of circumfrential butt welded joints by electrical arc welding ) to (GI Pipes) of following dia meters confirming to BIS 1239-2001 (latest with upto date amendments) having wall thickness as per code with bevelled / plain ends in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts.
125mm dia
ANOKH RAM (BID ID -537859)
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