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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.2 LAccepted-Finance HIMACHAL PRADESH HP | ₹1.2 L | L-1 | Accepted-Finance Lowest-1 |
| 2 | L-2₹1.5 L+₹32,474.80 (28.2%)Rejected-Finance | ₹1.5 L+₹32,474.80 (28.2%) | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹1.5 L+₹36,759.45 (31.9%)Rejected-Finance | ₹1.5 L+₹36,759.45 (31.9%) | L-3 | Rejected-Finance Lowest-3 |
| Sl No | Description | Qty | Unit | Lekh Ram L3 | ROHIT KUMAR L1 | KIRAN L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work, saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths, side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 9.81 | Cum | 425 ₹4,169.25 | 450.75 ₹4,421.86 | 415 ₹4,071.15 Lowest |
| 2.00Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in. | ||||||
| 2.01 | Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like complete job in all respect with in all leads and lifts as per direction of the Engineer-in-Charge. | 54.93 | Cum | 435 ₹23,894.55 | 349.05 ₹19,173.32 Lowest | 400 ₹21,972 |
| 3.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (1 cement: 5 coarse sand : 10 graded stone) aggregate 40 mm nominal Nominal size complete job in all respect with in all leads and lifts as per direction of the Engineer-in-Charge. | 19.64 | Cum | 6,200 ₹1,21,768 | 4,521.75 ₹88,807.17 Lowest | 6,100 ₹1,19,804 |
| 4.00 | Providing weep hole in brick masonry stone cement masonary /reinforcement plain concrete, abutment wing wall, retaining wall with 90mm dia pvc pipe expending through the with slop of 1:2 forworded to face complete job in all respect with in all leads and lifts as per direction of the Engineer-in-Charge. | 10 | Rmt | 200 ₹2,000 | 267 ₹2,670 | 170 ₹1,700 Lowest |
Tender Value
₹1.5 L
EMD Value
₹3,100
Closing Date
7 Sept 2026, 5:00 pmClosed
EE
Executive Engineer JS Division Baggi Distt. Mandi H.P.
as per BOQ
2026_HPIPH_141977_1
EE-JSD-BGI-TA-Tender/2026- 14961-15010 dt. 25/8/2026
Open Tender
Civil Works
Item Rate
90 days
Baggi
as per NIT
6 documents required · 6 mandatory
₹350
₹3,100
14 Sept 2026
26 Aug 2026
8 Sept 2026
26 Aug 2026
7 Sept 2026
26 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work, saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths, side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 9.81 | Cum | - | - |
| 2Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in. | |||||
| 2.01 | Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like complete job in all respect with in all leads and lifts as per direction of the Engineer-in-Charge. | 54.93 | Cum | - | - |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (1 cement: 5 coarse sand : 10 graded stone) aggregate 40 mm nominal Nominal size complete job in all respect with in all leads and lifts as per direction of the Engineer-in-Charge. | 19.64 | Cum | - | - |
| 4 | Providing weep hole in brick masonry stone cement masonary /reinforcement plain concrete, abutment wing wall, retaining wall with 90mm dia pvc pipe expending through the with slop of 1:2 forworded to face complete job in all respect with in all leads and lifts as per direction of the Engineer-in-Charge. | 10 | Rmt | - | - |
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