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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L2₹5.1 L+₹5,884.61 (1.18%)Rejected-Finance | L2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L3₹5.1 L+₹9,682.44 (1.94%)Rejected-Finance | L3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L4₹5.1 L+₹14,793.90 (2.96%)Rejected-Finance | L4 | Rejected-Finance BEING L4 BIDDER | |
| 5 | L5₹5.1 L+₹14,989.07 (3.00%)Rejected-Finance | L5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | JALAPAHAR HARDWARE L7 | SANJAY KAUSHIK L4 | RAI CONSTRUCTION L2 | BIMAL BHATTRAI L9 | THUKKEPA & PANGDOK L6 | TSHERING WANGYAL BHUTIA L1 | YADAV CHETTRI L5 | BHASKAR PRADHAN L3 | HIRA SINGH L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 11 | Cum | 361 ₹3,971 | 337 ₹3,707 Lowest | 346 ₹3,806 | 399 ₹4,389 | 349 ₹3,839 | 340 ₹3,740 | 358 ₹3,938 | 352 ₹3,872 | 343 ₹3,773 |
| 2.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. | 7 | Cum | 150 ₹1,050 | 141 ₹987 Lowest | 145 ₹1,015 | 148 ₹1,036 | 146 ₹1,022 | 143 ₹1,001 | 149 ₹1,043 | 147 ₹1,029 | 144 ₹1,008 |
| 3.00 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. | 4 | Cum | 314 ₹1,256 | 292 ₹1,168 Lowest | 300 ₹1,200 | 309 ₹1,236 | 303 ₹1,212 | 295 ₹1,180 | 311 ₹1,244 | 306 ₹1,224 | 298 ₹1,192 |
| 4.00 | M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge. | 4 | Cum | 2,745 ₹10,980 | 2,554 ₹10,216 Lowest | 2,615 ₹10,460 | 2,689 ₹10,756 | 2,641 ₹10,564 | 2,580 ₹10,320 | 2,712 ₹10,848 | 2,668 ₹10,672 | 2,602 ₹10,408 |
| 5.00 | M&L for PCC (1:4:8) type D2 ( using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 3 | Cum | 7,915 ₹23,745 | 7,428 ₹22,284 Lowest | 7,618 ₹22,854 | 7,788 ₹23,364 | 7,692 ₹23,076 | 7,500 ₹22,500 | 7,856 ₹23,568 | 7,735 ₹23,205 | 7,554 ₹22,662 |
| 6.00 | M&L for old size brick work with fly ash bricks, straight or curved on plan exc 6m mean radius, built in in CM (1:6), complete all as specified and as directed by Engineer-in-charge. | 11.19 | Cum | 11,000 ₹1,23,090 | 10,420 ₹1,16,599.8 | 10,145 ₹1,13,522.55 | 10,476 ₹1,17,226.44 | 10,335 ₹1,15,648.65 | 9,999 ₹1,11,888.81 Lowest | 10,196 ₹1,14,093.24 | 10,288 ₹1,15,122.72 | 10,242 ₹1,14,607.98 |
| 7.00 | M&L for brick work with fly ash bricks (old size), straight or curved on plan to any radius in half brick thick walls, built in CM (1:4), complete all as specified and as directed by Engineer-in-charge. | 9 | Sqm | 945 ₹8,505 | 892 ₹8,028 Lowest | 915 ₹8,235 | 933 ₹8,397 | 921 ₹8,289 | 900 ₹8,100 | 939 ₹8,451 | 926 ₹8,334 | 999 ₹8,991 |
| 8.00 | M&L for 40 mm thick damp proof course to horizontal or vertical surfaces including necessary formwork in cement concrete 1:2:4, type B-0 (12.5mm graded aggregate), complete all as specified and as directed by Engineer-in-charge. | 3.5 | Sqm | 340 ₹1,190 | 317 ₹1,109.5 Lowest | 325 ₹1,137.5 | 433 ₹1,515.5 | 328 ₹1,148 | 320 ₹1,120 | 336 ₹1,176 | 331 ₹1,158.5 | 323 ₹1,130.5 |
| 9.00 | M&L for mild steel TMT bars 10 mm dia. and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. | 55 | Kg | 130 ₹7,150 | 121 ₹6,655 Lowest | 125 ₹6,875 | 178 ₹9,790 | 126 ₹6,930 | 123 ₹6,765 | 129 ₹7,095 | 127 ₹6,985 | 124 ₹6,820 |
| 10.00 | All as per serial item No. 09 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. | 55 | Kg | 132 ₹7,260 | 123 ₹6,765 Lowest | 127 ₹6,985 | 188 ₹10,340 | 128 ₹7,040 | 125 ₹6,875 | 131 ₹7,205 | 129 ₹7,095 | 126 ₹6,930 |
Tender Value
₹4.8 L
EMD Value
₹9,680
Closing Date
11 Jul 2026, 6:00 pmClosed
AGE I DARJEELING
AGE I DARJEELING JALAPAHAR CANT DIST - DARJEELING
PROVISION OF TOILET AND BATHROOM NEAR BUILDING NO. P-16 AT LEBONG UNDER AGE (I) DARJEELING
2026_MES_773599_1
8243/E8
Open Tender
Civil Works
Item Rate
180 days
LEBONG
AS PER NIT
9 documents required · 9 mandatory
₹500
AGE I DARJEELING
₹9,680
Yes
23 Jul 2026
19 Jun 2026
13 Jul 2026
19 Jun 2026
11 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 11 | Cum | - | - |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. | 7 | Cum | - | - |
| 3 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. | 4 | Cum | - | - |
| 4 | M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge. | 4 | Cum | - | - |
| 5 | M&L for PCC (1:4:8) type D2 ( using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 3 | Cum | - | - |
| 6 | M&L for old size brick work with fly ash bricks, straight or curved on plan exc 6m mean radius, built in in CM (1:6), complete all as specified and as directed by Engineer-in-charge. | 11.19 | Cum | - | - |
| 7 | M&L for brick work with fly ash bricks (old size), straight or curved on plan to any radius in half brick thick walls, built in CM (1:4), complete all as specified and as directed by Engineer-in-charge. | 9 | Sqm | - | - |
| 8 | M&L for 40 mm thick damp proof course to horizontal or vertical surfaces including necessary formwork in cement concrete 1:2:4, type B-0 (12.5mm graded aggregate), complete all as specified and as directed by Engineer-in-charge. | 3.5 | Sqm | - | - |
| 9 | M&L for mild steel TMT bars 10 mm dia. and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. | 55 | Kg | - | - |
| 10 | All as per serial item No. 09 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. | 55 | Kg | - | - |
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