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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-Finance | ₹4.6 L | L1 | Accepted-Finance Accepted |
| 2 | l2₹4.7 LAccepted-Finance | ₹4.7 L | l2 | Accepted-Finance Accepted |
| 3 | l3₹5.0 LAccepted-Finance VILL SAR GOTRA PO ATTARA TEHSIL NURPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹5.0 L | l3 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | KEHAR SINGH L1 | Salinder kumar L3 | Indira Thakur L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all metres lead & lifts as per direction of Engineer-in-charge. In cement mortar | 33.99 | Cum | 550 ₹18,694.50 | 950 ₹32,290.50 | 600 ₹20,394 |
| 2.00 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres Of area 3 sq. metres and below each 156.25 within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. | 56 | Each | 100 ₹5,600 | 100 ₹5,600 | 200 ₹11,200 |
| 3.00 | Brick work using common burnt clay F.P.S. ( Non modular) building bricks of class designation 7.5 in super structure above plinth level upto floor V in all shapes and sizes in within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. (a) Cement mortar 1:6 ( 1 cement : 6 sand ) 2 nd Class Bricks | 27.2 | Cum | 6,850 ₹1.9 L | 7,000 ₹1.9 L | 6,850 ₹1.9 L |
| 4.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. | 92.82 | Per Sqm | 850 ₹78,897 | 950 ₹88,179 | 850 ₹78,897 |
| 5.00 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed togeather by mechanical means m.s.pressed butt 2.5mm thick with mortor guards, locks strikplate and shock absorbers as speciofied and applying a cost of approved steel primer after pretreatment of the surface . For fixing with adustable lugs with split end tail to each jamb as per direction and best satifaction of Engineer -in- Charge. (a ) Profile "C" | 227.9 | Rmt | 475 ₹1.1 L | 450 ₹1.0 L | 475 ₹1.1 L |
| 6.00 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering :- All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge. | 2.41 | Cum | 6,240 ₹15,038.40 | 6,500 ₹15,665 | 6,240 ₹15,038.40 |
| 7.00 | 15 mm cement plaster on rough side of single or half brick wall of mix within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. (a) 1:4 ( 1 cement : 4 coarse sand) | 212.09 | Per Sqm | 210 ₹44,538.90 | 310 ₹65,747.90 | 250 ₹53,022.50 |
Tender Value
₹4.0 L
EMD Value
₹8,000
Closing Date
16 Apr 2026, 5:00 pmClosed
Chairman, Temple Trust Shri Naina Devi Ji
Office of the Chairman Temple Trust at Shri Naina Devi Ji
Renovation of Matri Chhaya building for Temple Trust Shri Naina Devi ji,Distt. Bilaspur (H.P.)
2026_NDTT_133699_1
TTND Const No. MA-17-02/2025-1970-1979
Open Tender
Civil Works
90 days
Shri Naina Devi Ji
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
Chairman, Temple Trust Shri Naina Devi Ji
₹8,000
18 Apr 2026
8 Apr 2026
18 Apr 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all metres lead & lifts as per direction of Engineer-in-charge. In cement mortar | - | Cum | - | - | itemH1Code1 |
| 2 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres Of area 3 sq. metres and below each 156.25 within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. | 56 | Each | - | - | code1.02 |
| 3 | Brick work using common burnt clay F.P.S. ( Non modular) building bricks of class designation 7.5 in super structure above plinth level upto floor V in all shapes and sizes in within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. (a) Cement mortar 1:6 ( 1 cement : 6 sand ) 2 nd Class Bricks | - | Cum | - | - | itemH1Code2 |
| 4 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. | - | Per Sqm | - | - | itemH1Code3 |
| 5 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed togeather by mechanical means m.s.pressed butt 2.5mm thick with mortor guards, locks strikplate and shock absorbers as speciofied and applying a cost of approved steel primer after pretreatment of the surface . For fixing with adustable lugs with split end tail to each jamb as per direction and best satifaction of Engineer -in- Charge. (a ) Profile "C" | - | Rmt | - | - | itemH1Code4 |
| 6 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering :- All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge. | - | Cum | - | - | itemH1Code5 |
| 7 | 15 mm cement plaster on rough side of single or half brick wall of mix within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. (a) 1:4 ( 1 cement : 4 coarse sand) | - | Per Sqm | - | - | itemH2Code1 |
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