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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹58.0 LAccepted-AOC 97 ABROL NAGAR PATHANKOT 145001 PB | PATHANKOT | PUNJAB | 145001 | 1 | Accepted-AOC ACCEPTED BEING L-1 | |
| 2 | 2₹59.5 L+₹65,650 (1.12%)Rejected-AOC | 2 | Rejected-AOC REJECTED NOT BEING L-1 | |
| 3 | 3₹69.1 L+₹10.3 L (17.4%)Rejected-AOC NEAR CIVIL HOSPITAL WARD NO 07 VPO CHOWARI DISTT CHAMBA HP 176302 | CHOWARI | CHAMBA | HP | 176302 | 3 | Rejected-AOC REJECTED NOT BEING L-1 | |
| 4 | 4₹78.1 L+₹19.3 L (32.8%)Rejected-AOC | 4 | Rejected-AOC REJECTED NOT BEING L-1 | |
| 5 | 5₹78.8 L+₹20.0 L (34.0%)Rejected-AOC | 5 | Rejected-AOC REJECTED NOT BEING L-1 |
| Sl No | Description | Qty | Unit | somyaenterprises L4 | m/S Varun Gupta L3 | M/S MALHI CONSTRUCTIONS L5 | M/S SAI CONSTRUCTION L2 | Lamba Enterprises L7 | Eshaan Construction Co. L1 | Akarsha Enterprises L9 | Jai Mahakaal Construction L6 | M/s Sree Baba Traders L10 | RS GREEN INDIA CONSTRUCTION L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 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 hard and dense soil, complete all as specified and directed. | 180 | Cubic Metre | 800 ₹1,44,000 | 455 ₹81,900 | 250 ₹45,000 | 150 ₹27,000 | 800 ₹1,44,000 | 100 ₹18,000 Lowest | 810 ₹1,45,800 | 800 ₹1,44,000 | 880 ₹1,58,400 | 850 ₹1,53,000 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm, complete all as specified and directed. | 155 | Cubic Metre | 220 ₹34,100 | 100 ₹15,500 | 75 ₹11,625 Lowest | 80 ₹12,400 | 240 ₹37,200 | 100 ₹15,500 | 230 ₹35,650 | 245 ₹37,975 | 260 ₹40,300 | 250 ₹38,750 |
| 3.00 | Removing excavated materials soils, not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed. | 25 | Cubic Metre | 220 ₹5,500 | 200 ₹5,000 | 80 ₹2,000 | 50 ₹1,250 Lowest | 240 ₹6,000 | 100 ₹2,500 | 230 ₹5,750 | 245 ₹6,125 | 260 ₹6,500 | 250 ₹6,250 |
| 4.00 | Taking up or down unsercviceable DI pipe 250mm bore including all fittings, complete all as specified. | 350 | Running Metre | 500 ₹1,75,000 | 780 ₹2,73,000 | 150 ₹52,500 Lowest | 150 ₹52,500 Lowest | 500 ₹1,75,000 | 200 ₹70,000 | 520 ₹1,82,000 | 515 ₹1,80,250 | 550 ₹1,92,500 | 530 ₹1,85,500 |
| 5.00 | PCC 1:2:4 (nominal mix) type B-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed. | 10 | Cubic Metre | 8,000 ₹80,000 | 7,000 ₹70,000 | 4,700 ₹47,000 | 4,000 ₹40,000 Lowest | 8,200 ₹82,000 | 6,000 ₹60,000 | 8,000 ₹80,000 | 8,150 ₹81,500 | 8,300 ₹83,000 | 8,200 ₹82,000 |
| 6.00 | PCC 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified. | 4 | Cubic Metre | 8,000 ₹32,000 | 7,000 ₹28,000 | 5,200 ₹20,800 | 5,000 ₹20,000 Lowest | 8,200 ₹32,800 | 6,000 ₹24,000 | 8,000 ₹32,000 | 8,300 ₹33,200 | 8,300 ₹33,200 | 8,200 ₹32,800 |
| 7.00 | Brick work with old size fly ash bricks, class 7.5, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 (01 cement : 04 coarse sand) all as specified & directed. | 10 | Cubic Metre | 6,500 ₹65,000 | 8,000 ₹80,000 | 5,200 ₹52,000 | 6,000 ₹60,000 | 6,550 ₹65,500 | 5,000 ₹50,000 Lowest | 6,700 ₹67,000 | 7,000 ₹70,000 | 6,600 ₹66,000 | 6,500 ₹65,000 |
| 8.00 | Mild steel work as in Hand rails, half round or other
steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps
including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. | 1,000 | Kilogram | 220 ₹2,20,000 | 145 ₹1,45,000 | 120 ₹1,20,000 | 100 ₹1,00,000 Lowest | 250 ₹2,50,000 | 120 ₹1,20,000 | 250 ₹2,50,000 | 258 ₹2,58,000 | 300 ₹3,00,000 | 280 ₹2,80,000 |
| 9.00 | Cleaning /desilting of the drains by removing foreig mateials /silt/ greasy materials /earth from the water channel /drains, bed /bottom width of drain exc 90 cm removing the excavated materials from site to a distance not exc 50 mtrs and depositing where directed at a level not exc 1.5 mter above the starting point complete all as specified and as directed by Engineer in charge | 2,400 | Running Metre | 110 ₹2,64,000 | 35 ₹84,000 | 20 ₹48,000 Lowest | 40 ₹96,000 | 160 ₹3,84,000 | 200 ₹4,80,000 | 150 ₹3,60,000 | 165 ₹3,96,000 | 200 ₹4,80,000 | 180 ₹4,32,000 |
| 10.00 | Cleaning /clearing of area as directed by engr in charge from inside and outside by removing the vegitation clearing and cutting wild vegetation , bushes and removal to a distance not exc 50 meter away all as specified and directed | 2,370 | Square Metre | 110 ₹2,60,700 | 75 ₹1,77,750 | 6 ₹14,220 Lowest | 10 ₹23,700 | 160 ₹3,79,200 | 200 ₹4,74,000 | 150 ₹3,55,500 | 165 ₹3,91,050 | 200 ₹4,74,000 | 180 ₹4,26,600 |
Tender Value
₹70.3 L
EMD Value
₹1.3 L
Closing Date
6 Nov 2025, 6:00 pmClosed
CWE YOL
HEADQUARTERS COMMANDER WORKS ENGINEER YOL
AUGUMENTATION OF WATER SUPPLY SCHEME FROM NEUGAL KHAD WATER SOURCE TO PALAMPUR MIL STN UNDER GE PALAMPUR
2025_MES_734115_1
CWE/Y-59/2025-26
Open Tender
Miscellaneous Works
Item Rate
180 days
PALAMPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
GE PALAMPUR
₹1.3 L
Yes
5 Dec 2025
9 Oct 2025
10 Nov 2025
9 Oct 2025
6 Nov 2025
30 Oct 2025
Amount
Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 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 hard and dense 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.
Taking up or down unsercviceable DI pipe 250mm bore including all fittings, complete all as specified.
PCC 1:2:4 (nominal mix) type B-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.
PCC 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.
Brick work with old size fly ash bricks, class 7.5, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 (01 cement : 04 coarse sand) all as specified & directed.
Mild steel work as in Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed.
Cleaning /desilting of the drains by removing foreig mateials /silt/ greasy materials /earth from the water channel /drains, bed /bottom width of drain exc 90 cm removing the excavated materials from site to a distance not exc 50 mtrs and depositing where directed at a level not exc 1.5 mter above the starting point complete all as specified and as directed by Engineer in charge
Cleaning /clearing of area as directed by engr in charge from inside and outside by removing the vegitation clearing and cutting wild vegetation , bushes and removal to a distance not exc 50 meter away all as specified and directed
Rendering cement plaster 15mm thick in cement mortar 1:4 on fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, all as specified.
Supply, laying, jointing and testing of Ductile iron 250 mm bore with flanged type and socket ends, centrifugally cast class K-9 suitable for tyton joints, in any length, laid in trenches/pillars complete all as specified and directed.
Mechnical Joint 250 mm dia suitable for DI pipe 250mm dia complete with all fittings all as specified and directed.
DI fittings such as bends (any type radius and angle) tapers any type, bends, tee pieces single branch Y junction double branch, cross ( all type socket as spigot and socket etc), collars, caps and plugs suitable for pipes upto 250 mm bore including rubber gasket complete all as specified and directed. Note : Make of fittings should be same as of DI pipe
Cast iron sluice valve long body type, both ends flanged and drilled, of size 250 mm bore, (ISI marked) conforming to IS-14846 -2000 with pressure rating of PN-1.6 with brass spindle and iron wheel head including jointing material such as nuts, bolts, washers and rubber gasket etc, complete all as specified and directed by Engr-in-charge.
Construction of Brick Masonry Valve Pit of sizes 1050 x 1050 x 1050mm , one Brick thick wall in cement mortar 1:4 on 100mm thick PCC 1:4:8 (40mm graded aggregate) in Foundation, Rendering 15mm thick internally and externally upto 150mm below GL, providing 3.15mm thick MS Sheet Valve Pit Cover, welded with 40X5mm Flat Iron Frame alround including provision of Hinges, Handle and Locking Arrangement and 40 x 40 x 6mm Angle Iron Frame fixed on Top of Valve Pit by means of Holdfast 150mm long, embedded in PCC 1:2:4 (20mm graded aggregate) Block of size 230 x 200 x 100 mm, applying two coats of Anti-corrosive Paint over a coat of Red Oxide Zinc Chrome Primer after preparation of all exposed to Steel Surfaces including necessary Earth Work in Soft/Loose Soil , complete all as specified and as directed.
Deduct Credit Amount as per Schedule of credit as details given on Srl Page No 19 of tender doucments.
M/S SAI CONSTRUCTION (BID ID -3468940)
m/S Varun Gupta (BID ID -3467389)
somyaenterprises (BID ID -3466243)
M/S MALHI CONSTRUCTIONS (BID ID -3467922)
Jai Mahakaal Construction (BID ID -3467650)
Lamba Enterprises (BID ID -3468844)
RS GREEN INDIA CONSTRUCTION (BID ID -3467593)
Akarsha Enterprises (BID ID -3466219)
M/s Sree Baba Traders (BID ID -3467546)
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