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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.4 LAccepted-AOC VPO BAILLY TEHSIL DALHOUSIE DISTT CHAMBA HP PIN 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | 1 | Accepted-AOC ACCEPTED BEING L-1 | |
| 2 | 2₹29.6 L+₹1.1 L (4.04%)Rejected-AOC NEAR CIVIL HOSPITAL WARD NO 07 VPO CHOWARI DISTT CHAMBA HP 176302 | CHOWARI | CHAMBA | HP | 176302 | 2 | Rejected-AOC REJECTED NOT BEING L-1 | |
| 3 | 3₹29.8 L+₹1.3 L (4.74%)Rejected-AOC | 3 | Rejected-AOC REJECTED NOT BEING L-1 | |
| 4 | 4₹31.2 L+₹2.8 L (9.76%)Rejected-AOC 97 ABROL NAGAR PATHANKOT 145001 PB | PATHANKOT | PUNJAB | 145001 | 4 | Rejected-AOC REJECTED NOT BEING L-1 | |
| 5 | 5₹31.8 L+₹3.4 L (12.0%)Rejected-AOC 361 BEHIND DAV SCHOOL JAWAHAR NAGAR SRINAGAR 190008 | SRINAGAR | JAMMU AND KASHMIR | 190008 | 5 | Rejected-AOC REJECTED NOT BEING L-1 |
| Sl No | Description | Qty | Unit | m/S Varun Gupta L2 | M/s. Rishav Sood L3 | R.K.CONSTRUCTION ENGINEERS L6 | Eshaan Construction Co. L4 | Havish Construction L1 | M/S AMAN ENTERPRISES L5 | MS ROSHAN LAL THAKUR L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exceeding 1.5 mtr wide and exceeding 1.5 mtr but not exceeding 3 Mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in soft/loose soil, complete all as specified and directed. | 104 | Cum | 225 ₹23,400 | 350 ₹36,400 | 351.11 ₹36,515.44 | 200 ₹20,800 | 250 ₹26,000 | 221 ₹22,984 | 189 ₹19,656 Lowest |
| 2.00 | Excavation over areas, n.exc 1.5 m deep and getting out in any type of soil soil complete all as specified and directed. | 283 | Cum | 255 ₹72,165 | 350 ₹99,050 | 501.11 ₹1,41,814.13 | 200 ₹56,600 | 250 ₹70,750 | 220 ₹62,260 | 190 ₹53,770 Lowest |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm, complete all as specified and directed. | 95 | Cum | 55 ₹5,225 Lowest | 95 ₹9,025 | 101.11 ₹9,605.45 | 100 ₹9,500 | 150 ₹14,250 | 75 ₹7,125 | 250 ₹23,750 |
| 4.00 | Removing excavated materials soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed. | 292 | Cum | 80 ₹23,360 Lowest | 135 ₹39,420 | 101.11 ₹29,524.12 | 100 ₹29,200 | 150 ₹43,800 | 215 ₹62,780 | 250 ₹73,000 |
| 5.00 | Hard core of broken stone or boulders of gauge not exc 100 mm deposited ,spread and leveled in layer not exc 15 cm thick complete all as specified and directed. | 32 | Cum | 1,455 ₹46,560 | 950 ₹30,400 Lowest | 1,501.11 ₹48,035.52 | 2,000 ₹64,000 | 1,500 ₹48,000 | 2,275 ₹72,800 | 1,000 ₹32,000 |
| 6.00 | PCC 1:3:6 (nominal mix) type C-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed. | 70 | Cum | 3,500 ₹2,45,000 | 3,900 ₹2,73,000 | 4,001.11 ₹2,80,077.7 | 5,000 ₹3,50,000 | 3,800 ₹2,66,000 | 5,645 ₹3,95,150 | 3,000 ₹2,10,000 Lowest |
| 7.00 | Precast Cement concrete 1:2:4 (nominal mix) type B-1 (using 20mm graded crushed stone aggregates) as in bond stone , set in CM 1:4, complete all as specified and directed. | 32 | Cum | 4,550 ₹1,45,600 | 4,800 ₹1,53,600 | 5,001.11 ₹1,60,035.52 | 9,000 ₹2,88,000 | 5,200 ₹1,66,400 | 6,075 ₹1,94,400 | 3,500 ₹1,12,000 Lowest |
| 8.00 | Plain cement concrete 1:2:4 ( nominal mix ) type B-1 (using 20mm graded crushed stone aggregates) as in cement concrete in roof kerbs or mud stops, rounded or chamfered on edges, lintels upto 1.5m clear span, cills, steps; seismic and other similar ands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork where required complete all as specified and directed. | 16.92 | Cum | 5,000 ₹84,600 | 5,500 ₹93,060 | 5,001.11 ₹84,618.78 | 6,000 ₹1,01,520 | 6,400 ₹1,08,288 | 5,876.48 ₹99,430.04 | 4,000 ₹67,680 Lowest |
| 9.00 | Extra for forming fair finished drain or channel n.exc 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped ends etc complete all as specified and directed. | 93 | RM | 25 ₹2,325 Lowest | 42 ₹3,906 | 1,001.11 ₹93,103.23 | 45 ₹4,185 | 80 ₹7,440 | 145 ₹13,485 | 250 ₹23,250 |
| 10.00 | Walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, complete all as specified and directed. | 47.1 | Cum | 3,500 ₹1,64,850 | 3,500 ₹1,64,850 | 4,501.11 ₹2,12,002.28 | 3,000 ₹1,41,300 | 2,600 ₹1,22,460 Lowest | 3,045 ₹1,43,419.5 | 4,500 ₹2,11,950 |
Tender Value
₹43.6 L
EMD Value
₹87,300
Closing Date
31 Oct 2025, 6:00 pmClosed
CWE YOL
HEADQUARTERS COMMANDER WORKS ENGINEER YOL
PROVN OF RETAINING WALL AND DRAINS AT VARIOUS LOCATIONS AT SFTS BAKLOH
2025_MES_734116_1
CWE/Y-60/2025-26
Open Tender
Civil Works
Item Rate
180 days
BAKLOH
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
AGE (I) DALHOUSIE
₹87,300
Yes
12 Dec 2025
10 Oct 2025
7 Nov 2025
10 Oct 2025
31 Oct 2025
24 Oct 2025
Amount
Excavation in trenches, not exceeding 1.5 mtr wide and exceeding 1.5 mtr but not exceeding 3 Mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 mtr in depth and getting out in soft/loose soil, complete all as specified and directed.
Excavation over areas, n.exc 1.5 m deep and getting out in any type of soil soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm, complete all as specified and directed.
Removing excavated materials soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed.
Hard core of broken stone or boulders of gauge not exc 100 mm deposited ,spread and leveled in layer not exc 15 cm thick complete all as specified and directed.
PCC 1:3:6 (nominal mix) type C-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.
Precast Cement concrete 1:2:4 (nominal mix) type B-1 (using 20mm graded crushed stone aggregates) as in bond stone , set in CM 1:4, complete all as specified and directed.
Plain cement concrete 1:2:4 ( nominal mix ) type B-1 (using 20mm graded crushed stone aggregates) as in cement concrete in roof kerbs or mud stops, rounded or chamfered on edges, lintels upto 1.5m clear span, cills, steps; seismic and other similar ands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork where required complete all as specified and directed.
Extra for forming fair finished drain or channel n.exc 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped ends etc complete all as specified and directed.
Walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, complete all as specified and directed.
Walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:4, complete all as specified and directed.
Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface not exc 40 mm, complete all as specified & directed.
Mild steel TMT bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed.
Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed.
Rendering cement plaster 20mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) in two layers (15mm thick first layer and 5mm thick second layer) on other than fair faces of brick wall or on stone masonry surfaces, trowelled to even and smooth finish without using extra cement complete all as specified.
Flush pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as specified.
Low density polyethylene pipes (LDPE) of pressure rating 6 kgf/sqcm , fixed in retaining wall weep hole complete all as specified & directed.
m/S Varun Gupta (BID ID -3462193)
M/s. Rishav Sood (BID ID -3463689)
Eshaan Construction Co. (BID ID -3464267)
M/S AMAN ENTERPRISES (BID ID -3462614)
R.K.CONSTRUCTION ENGINEERS (BID ID -3464410)
MS ROSHAN LAL THAKUR (BID ID -3463840)
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