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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.4 LAccepted-Finance | ₹3.4 L | L-1 | Accepted-Finance due to rates are on lesser side |
| 2 | L-2₹3.5 L+₹9,715 (2.82%)Rejected-Finance GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | ₹3.5 L+₹9,715 (2.82%) | L-2 | Rejected-Finance due to rates are on higher side |
| 3 | L-3₹3.7 L+₹22,180 (6.44%)Rejected-Finance TEHSIL BHARMOUR DISTRICT CHAMBA HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | ₹3.7 L+₹22,180 (6.44%) | L-3 | Rejected-Finance due to rates are on higher side |
| 4 | L-4₹4.0 L+₹54,619 (15.9%)Rejected-Finance HIMACHAL PRADESH HP | ₹4.0 L+₹54,619 (15.9%) | L-4 | Rejected-Finance due to rates are on higher side |
| 5 | L-5₹4.0 L+₹54,803 (15.9%)Rejected-Finance | ₹4.0 L+₹54,803 (15.9%) | L-5 | Rejected-Finance due to rates are on higher side |
| Sl No | Description | Qty | Unit | HEMANT SINGH L5 | Mukesh Kumar L4 | SHAUKAT ALI L1 | Vinod Kumar L2 | Khem Soni L6 | Anoop Kumar L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavation earth up to lead of 20 meteres | 6 | cum | 487 ₹2,922 | 430 ₹2,580 | 408 ₹2,448 | 500 ₹3,000 | 500 ₹3,000 | 380 ₹2,280 Lowest |
| 2.00 | Excavation in earth work and disposal of excavated eart up to lead of 20 meters and lift upto 1.50meters disposed earth work to be levelled and neatly dressed in pick- jumper work . | 10.58 | cum | 600 ₹6,348 | 485 ₹5,131 | 370 ₹3,915 Lowest | 520 ₹5,502 | 500 ₹5,290 | 400 ₹4,232 |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | |||||||||
| 3.10 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 24 | Sqmt. | 390 ₹9,360 | 350 ₹8,400 | 325 ₹7,800 | 300 ₹7,200 | 380 ₹9,120 | 270 ₹6,480 Lowest |
| 4.00 | Providing weephole in brick masonary/plain reinforced concrete abutment, wing wall, retaining wall with 100mm dia PVC pipe extending through the full of the structure with slop of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7 | 24 | Sqmt. | 750 ₹18,000 | 500 ₹12,000 | 540 ₹12,960 | 300 ₹7,200 Lowest | 780 ₹18,720 | 300 ₹7,200 Lowest |
| 5.00 | Providing and laying cement concrete 1:5:10 (1cement;5sand:10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specification as per the direction and entire satisfactionof Engineer-in-Charge. | 24 | cum | 5,690 ₹1,36,560 | 5,580 ₹1,33,920 | 4,986 ₹1,19,664 | 4,900 ₹1,17,600 Lowest | 5,600 ₹1,34,400 | 6,100 ₹1,46,400 |
| 7.00 | Wire crate made of GI. Wire filled with boulder with square cut faces against the wire having size 1.25 x 1.25 x 1.25 mtrs. Filled with approved quality of hard stone/ boulders and approved quarry having rounded angular shape dimension and size of the stone not less than 23 cm. and weight 18 Kg. respectively free from soft spots cracks cavities veins including netting and twisting complete in all respect (Wire crate to be measured and paid for separately) | 62.5 | Cum | 2,210 ₹1,38,125 | 2,400 ₹1,50,000 | 1,986 ₹1,24,125 Lowest | 2,050 ₹1,28,125 | 2,600 ₹1,62,500 | 2,000 ₹1,25,000 |
| 8.00 | Wire crate made of GI. Wire filled with boulder with square cut faces against the wire (Boulder filling to be measured and paid for separately) GI. Wire 5 mm. thick corresponding to SWG.-6 15 cm. x 15 cm. mesh with in all leads and lifts as per the direction of Engineer - in Charge. | 300 | Sqm | 293 ₹87,900 | 290 ₹87,000 | 245 ₹73,500 Lowest | 285 ₹85,500 | 310 ₹93,000 | 250 ₹75,000 |
Tender Value
₹5.1 L
EMD Value
₹10,107
Closing Date
15 Dec 2025, 5:00 pmClosed
EE JSV Division Tissa
EE JSV Division Tissa
C o R wall to protect the PST and C O wire crate the PST
2025_HPIPH_122677_1
EE-JSD-TSA-EA-I-2025- 4868-4918 dated- 05-12-2025
Open Tender
Civil Works
Item Rate
90 days
EE JSV Division Tissa
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
EE JSV DIVISION TISSA
₹10,107
2 Jan 2026
5 Dec 2025
16 Dec 2025
5 Dec 2025
15 Dec 2025
5 Dec 2025
Amount
Cutting in earth work and disposal of excavation earth up to lead of 20 meteres
Excavation in earth work and disposal of excavated eart up to lead of 20 meters and lift upto 1.50meters disposed earth work to be levelled and neatly dressed in pick- jumper work .
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-
Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.
Providing weephole in brick masonary/plain reinforced concrete abutment, wing wall, retaining wall with 100mm dia PVC pipe extending through the full of the structure with slop of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7
Providing and laying cement concrete 1:5:10 (1cement;5sand:10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining wall/breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specification as per the direction and entire satisfactionof Engineer-in-Charge.
Wire crate made of GI. Wire filled with boulder with square cut faces against the wire having size 1.25 x 1.25 x 1.25 mtrs. Filled with approved quality of hard stone/ boulders and approved quarry having rounded angular shape dimension and size of the stone not less than 23 cm. and weight 18 Kg. respectively free from soft spots cracks cavities veins including netting and twisting complete in all respect (Wire crate to be measured and paid for separately)
Wire crate made of GI. Wire filled with boulder with square cut faces against the wire (Boulder filling to be measured and paid for separately) GI. Wire 5 mm. thick corresponding to SWG.-6 15 cm. x 15 cm. mesh with in all leads and lifts as per the direction of Engineer - in Charge.
Vinod Kumar (BID ID -597261)
Anoop Kumar (BID ID -596987)
Mukesh Kumar (BID ID -596514)
HEMANT SINGH (BID ID -593360)
Khem Soni (BID ID -593591)
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