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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-Finance VILL MANOH P O BASSI TEH JOGINDER NAGAR DISTT MANDI H P | JOGINDER NAGAR | MANDI | HIMACHAL PRADESH | ₹4.3 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹4.4 LAccepted-Finance | ₹4.4 L | L2 | Accepted-Finance Accepted |
| 3 | L3₹4.5 LAccepted-Finance | ₹4.5 L | L3 | Accepted-Finance Accepted |
| 4 | L4₹4.6 LAccepted-Finance | ₹4.6 L | L4 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | chamel singh L1 | Krishna Nand L2 | Biri Singh Govt Contractor L4 | Indira Thakur L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead & lifts ,complete in all respect as per the direction of Engineer-in-charge. (A) All kind of Soil | 3.6 | Cum | 200 ₹720 | 249 ₹896.40 | 250 ₹900 | 250 ₹900 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 150 m and lift within all leads & lifts,complete in all respect as per the direction of Engineer-in-charge. | 89.18 | Cum | 300 ₹26,754 | 369 ₹32,907.42 | 375 ₹33,442.50 | 300 ₹26,754 |
| 3.00 | Supplying, filling, spreading & leveling stone boulders of size range 12.50 cm,thick in recharge pit, in the required thickness, within all leads & lifts,complete in all respect as per the direction of Engineer-in-charge. | 22.02 | Cum | 1,300 ₹28,626 | 1,399 ₹30,805.98 | 1,450 ₹31,929 | 1,400 ₹30,828 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for :- Foundations, footings, bases of columns, etc. for mass concrete within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. | 167.96 | Per Sqm | 380 ₹63,824.80 | 339 ₹56,938.44 | 330 ₹55,426.80 | 300 ₹50,388 |
| 5.00 | Cement concrete 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size)complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge. | 40.86 | Cum | 7,500 ₹3.1 L | 7,799 ₹3.2 L | 8,400 ₹3.4 L | 8,300 ₹3.4 L |
Tender Value
₹3.3 L
EMD Value
₹8,500
Closing Date
9 Mar 2026, 5:00 pmClosed
Chairman-cum- SDM SNDJI at Swarghat
Chairman-cum- SDM SNDJI at Swarghat
Special repair and realignment of pedestrian path leading from Matri Sadan parking at RD 0/155 to 0/228 for Temple Trust Sh. Naina Devi ji Bilaspur (HP)
2026_NDTT_130050_1
TTND.Const (MA) 17(02)-1/2025-952 to 958 Dated 23.02.2026
Open Tender
Civil Works
90 days
Bilaspur
Refer in SBD
9 documents required · 9 mandatory
₹350
Chairman-cum- SDM SNDJI at Swarghat Temple Trust
₹8,500
11 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
9 Mar 2026
3 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead & lifts ,complete in all respect as per the direction of Engineer-in-charge. (A) All kind of Soil
Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 150 m and lift within all leads & lifts,complete in all respect as per the direction of Engineer-in-charge.
Supplying, filling, spreading & leveling stone boulders of size range 12.50 cm,thick in recharge pit, in the required thickness, within all leads & lifts,complete in all respect as per the direction of Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form for :- Foundations, footings, bases of columns, etc. for mass concrete within all lead & lifts, complete in all respect as per direction of Engineer-in-charge.
Cement concrete 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size)complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge.
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