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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹56.9 L+₹10.7 L (23.1%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹59.3 L+₹13.1 L (28.2%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹59.3 L+₹13.1 L (28.3%)Admitted-Finance NEAR TALAB PALOURA AKHNOOR ROAD JAMMU AKHNOOR ROAD JAMMU PALOURA JAMMU JAMMU KASHMIR 180002 UDYAM JK 07 0023360 | JAMMU | JAMMU AND KASHMIR | 180002 | L4 | Admitted-Finance | |
| 5 | L5₹59.7 L+₹13.5 L (29.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Satya Paul Sharma and sons L6 | Jai Singh Manhas L5 | Mukesh Chand/Randev Enterprices L2 | Radha Krishan L1 | Saajan Gupta Contractor L7 | Webber Technology L8 | Anju Sharma L3 | M/S KRISHAN SINGH & SONS L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00RCC PROTECTION WALL | |||||||||||
| 1.01 | Earth work in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
2.6.1 All kinds of soil | 645.6 | CUM | 375 ₹2,42,100 | 231 ₹1,49,133.6 | 100 ₹64,560 | 20 ₹12,912 Lowest | 180 ₹1,16,208 | 205 ₹1,32,348 | 250 ₹1,61,400 | 240 ₹1,54,944 |
| 1.02 | CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
4.4.7 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 40 mm nominal size) | 231.14 | CUM | 4,700 ₹10,86,358 | 5,300 ₹12,25,042 | 5,690 ₹13,15,186.6 | 3,500 ₹8,08,990 Lowest | 6,800 ₹15,71,752 | 5,200 ₹12,01,928 | 5,500 ₹12,71,270 | 4,800 ₹11,09,472 |
| 1.03 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts up to floor five level including curing but excluding cost of cantering shuttering, finishing and reinforcement. 5.2.1 DELETED 5.2.2 1:1½:3 (1 cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)) including providing and placing PVC pipes 100 mm dia for weep holes. | 232.8 | CUM | 7,900 ₹18,39,120 | 6,500 ₹15,13,200 | 9,100 ₹21,18,480 | 6,800 ₹15,83,040 | 8,300 ₹19,32,240 | 6,100 ₹14,20,080 Lowest | 8,000 ₹18,62,400 | 8,600 ₹20,02,080 |
| 1.04 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
Raft :- 12mm dia @150 c/c in both ways ,bottom and top | 9,277 | KG | 99.5 ₹9,23,061.5 | 105 ₹9,74,085 | 79.2 ₹7,34,738.4 Lowest | 81 ₹7,51,437 | 100 ₹9,27,700 | 84 ₹7,79,268 | 100 ₹9,27,700 | 100 ₹9,27,700 |
| 1.05 | Centring and shuttering including strutting, propping etc. and removal of form for 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc | 484.05 | SQM | 225 ₹1,08,911.25 | 200 ₹96,810 Lowest | 573.85 ₹2,77,772.09 | 301 ₹1,45,699.05 | 200 ₹96,810 Lowest | 270 ₹1,30,693.5 | 450 ₹2,17,822.5 | 400 ₹1,93,620 |
| 1.06 | Filling good earth in trenches, plinth, sides of foundations making of required platform at the base of tower etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 120 | CUM | 95 ₹11,400 | 300 ₹36,000 | 100 ₹12,000 | 51 ₹6,120 Lowest | 100 ₹12,000 | 220 ₹26,400 | 120 ₹14,400 | 700 ₹84,000 |
| 1.07 | Dumping/filling of stone excluding cost of stones.
24.6.1 in Horizontal on behind the retaining wall as filter stone
b) supply of stone | 150 | CUM | 155 ₹23,250 Lowest | 500 ₹75,000 | 216.4 ₹32,460 | 401 ₹60,150 | 400 ₹60,000 | 1,400 ₹2,10,000 | 700 ₹1,05,000 | 190 ₹28,500 |
| 1.08 | 12mm Cement plaster of mix: 13.1.1 1 : 4 ( 1 cement : 4 fine sand) | 160 | SQM | 250 ₹40,000 | 303 ₹48,480 | 260.5 ₹41,680 | 20 ₹3,200 Lowest | 120 ₹19,200 | 340 ₹54,400 | 250 ₹40,000 | 250 ₹40,000 |
| 2.00TEMPORARY CHANNEL | |||||||||||
Tender Value
₹87.6 L
EMD Value
₹1.8 L
Closing Date
4 Aug 2025, 2:00 pmClosed
Executive Engineer, TLMD-VIII, JKPTCL Ambedkar cho
Executive Engineer, TLMD-VIII, JKPTCL Ambedkar chowk, Jammu
EMERGENCY PROTECTION WORK BY WAY OF CONSTRUCTION OF RCC WALL AND ALLIED WORK TO AVOID DAMAGE TO TOWER LOC. NO. 74 OF 132KV BARN- JOURIAN TRANSMISSION LINE
2025_PDD_282356_1
e-NIT No TLMD-VIII/J/05 of2025-26 Dt 14-07-2025
Open Tender
Civil Works
Turn-key
90 days
JOURIAN
AS PER NIT AND SBD
2 documents required · 2 mandatory
₹2,360
Executive Engineer, TLMD-VIII, JKPTCL Jammu
₹1.8 L
23 Aug 2025
24 Jul 2025
6 Aug 2025
24 Jul 2025
4 Aug 2025
25 Jul 2025
Amount
RCC PROTECTION WALL
Earth work in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.6.1 All kinds of soil
CEMENT CONCRETE (CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.7 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 40 mm nominal size)
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts up to floor five level including curing but excluding cost of cantering shuttering, finishing and reinforcement. 5.2.1 DELETED 5.2.2 1:1½:3 (1 cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)) including providing and placing PVC pipes 100 mm dia for weep holes.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Raft :- 12mm dia @150 c/c in both ways ,bottom and top
Centring and shuttering including strutting, propping etc. and removal of form for 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
Filling good earth in trenches, plinth, sides of foundations making of required platform at the base of tower etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Dumping/filling of stone excluding cost of stones. 24.6.1 in Horizontal on behind the retaining wall as filter stone b) supply of stone
12mm Cement plaster of mix: 13.1.1 1 : 4 ( 1 cement : 4 fine sand)
TEMPORARY CHANNEL
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. FOR NALLAH DIVERSION
CREATE WORK
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.6.1 All kinds of soil
Hand-packing stones in wire-crates; including cost of crates and stones ( Complete Job) in creates of size GI wire fabric mesh of size 50x50 mm made of G.I. wire of dia 4 mm
Mukesh Chand/Randev Enterprices (BID ID -2431892)
Anju Sharma (BID ID -2431808)
M/S KRISHAN SINGH & SONS (BID ID -2432506)
Jai Singh Manhas (BID ID -2432251)
M/s Satya Paul Sharma and sons (BID ID -2432473)
Saajan Gupta Contractor (BID ID -2431545)
Webber Technology (BID ID -2431691)
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