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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Finance ANANTNAG ANANTNAG JAMMU AND KASHMIR | ANANTNAG | JAMMU AND KASHMIR | 192101 | ₹5.6 L | L1 | Admitted-Finance |
| 2 | L2₹6.9 LAdmitted-Finance | ₹6.9 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Some documents missing |
| 4 | Rejected-Technical | - | - | Rejected-Technical Some documents missing |
| 5 | Rejected-Technical | - | - | Rejected-Technical Some documents missing |
| Sl No | Description | Qty | Unit | RAYEES AHMAD BHAT L1 | HILAL AHMAD LONE L2 |
|---|---|---|---|---|---|
| 1.00 | 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.
All kinds of soil :
Qnty 2no. x 33.00m x 8.80m x 0.30m = 174.24 cum | 174.24 | cum | 80 ₹13,939.20 | 50 ₹8,712 |
| 2.00 | P/L of Dry Stone Soling (Hand Packed) Qnty 2no. x 33.00m x 8.80m x 0.10m = 58.08 cum | 58.08 | cum | 400 ₹23,232 | 1,000 ₹58,080 |
| 3.00 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Qnty (i) 2no. x 33.00m x 8.80m x 0.20m = 58.08 cum (ii)Cement Concrete Band : (2no.x82.80m) x 0.20m x0.20m = 6.624cum
Total = 64.704 cum | 64.7 | cum | 7,350 ₹4.8 L | 7,500 ₹4.9 L |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns Qnty = 2no.x82.80m x 0.20m = 33 sqm | 33 | sqm | 110 ₹3,630 | 100 ₹3,300 |
| 5.00 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm 2no. x 32.60m x 8.40m x 0.05m = 27.384 cum | 27.38 | cum | 1,470 ₹40,254.48 | 4,000 ₹1.1 L |
| 6.00 | CARRIAGE OF MATERIALS | 1 | Job | 20 ₹20 | 24,000 ₹24,000 |
Tender Value
₹7 L
EMD Value
₹14,000
Closing Date
30 Oct 2025, 4:00 pmClosed
Executive Engineer
Executive Engineer, GD LJHP Baramulla
Concreting of Switch Yard Floor of LJHP Baramulla
2025_SPDC_290983_1
NIT no. 22 of 2025-26 dated 07-10-2025
Open Tender
Civil Works
45 days
Gantmulla Baramulla
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
Chief Pay And Accounts Officer Baramulla
₹14,000
Yes
Online
6 Dec 2025
7 Oct 2025
1 Nov 2025
7 Oct 2025
30 Oct 2025
15 Oct 2025
15 Oct 2025
Amount
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. All kinds of soil : Qnty 2no. x 33.00m x 8.80m x 0.30m = 174.24 cum
P/L of Dry Stone Soling (Hand Packed) Qnty 2no. x 33.00m x 8.80m x 0.10m = 58.08 cum
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Qnty (i) 2no. x 33.00m x 8.80m x 0.20m = 58.08 cum (ii)Cement Concrete Band : (2no.x82.80m) x 0.20m x0.20m = 6.624cum Total = 64.704 cum
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns Qnty = 2no.x82.80m x 0.20m = 33 sqm
Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm 2no. x 32.60m x 8.40m x 0.05m = 27.384 cum
CARRIAGE OF MATERIALS
HILAL AHMAD LONE (BID ID -2615093)
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