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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹88.9 L+₹7.5 L (9.19%)Rejected-Finance C O AKBAR FURNITURE HOUSE MALHAR MORH GARHI UDHAMPUR J K 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L2 | Rejected-Finance Not Being Lowest | |
| 3 | L3₹89.4 L+₹8.0 L (9.78%)Rejected-Finance | L3 | Rejected-Finance Not Being Lowest | |
| 4 | L4₹91.6 L+₹10.1 L (12.4%)Rejected-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L4 | Rejected-Finance Not Being Lowest | |
| 5 | L5₹95.4 L+₹14.0 L (17.2%)Rejected-Finance HOUSE NO 5 WARD NO 8 UDHAMPUR 182101 J K | UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L5 | Rejected-Finance Not Being Lowest |
| Sl No | Description | Qty | Unit | SHIVAE CONSTRUCTION L6 | JINDAL BUILDERS L8 | vijay builders L4 | M/S Inderjit Sharma and Co. L3 | M/S KIRAN CONSTRUCTIONS L9 | Shekhar Enterprises L7 | M/s Rukmani Construction Company L5 | M/S ASHOK KUMAR PACHIALA L2 | khajuria builders L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed. | 946.5 | Cubic Metre | 100 ₹94,650 Lowest | 252 ₹2,38,518 | 150 ₹1,41,975 | 150 ₹1,41,975 | 350 ₹3,31,275 | 200 ₹1,89,300 | 100 ₹94,650 Lowest | 100 ₹94,650 Lowest | 100 ₹94,650 Lowest |
| 2.00 | Walling of random rubble stone masonry uncoursed, with best quality locally available stones, well bonded, bedded and solidly hearted,built in cement mortar 1:6 complete all as specified and as directed. | 379.19 | Cubic Metre | 4,000 ₹15,16,760 | 3,006 ₹11,39,845.14 | 3,000 ₹11,37,570 | 3,000 ₹11,37,570 | 4,500 ₹17,06,355 | 3,400 ₹12,89,246 | 3,300 ₹12,51,327 | 3,000 ₹11,37,570 | 2,300 ₹8,72,137 Lowest |
| 3.00 | All as per Srl item No. 2 above but except stone. | 298.56 | Cubic Metre | 2,500 ₹7,46,400 | 1,800 ₹5,37,408 | 1,200 ₹3,58,272 | 2,000 ₹5,97,120 | 2,500 ₹7,46,400 | 2,800 ₹8,35,968 | 2,500 ₹7,46,400 | 900 ₹2,68,704 Lowest | 1,500 ₹4,47,840 |
| 4.00 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed. | 274.45 | Cubic Metre | 3,500 ₹9,60,575 | 4,401 ₹12,07,854.45 | 3,500 ₹9,60,575 | 3,400 ₹9,33,130 | 4,000 ₹10,97,800 | 3,200 ₹8,78,240 | 3,200 ₹8,78,240 | 2,150 ₹5,90,067.5 | 2,000 ₹5,48,900 Lowest |
| 5.00 | Pre-cast plain cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone aggregates) as in bond stones and in similar works set in cement mortar 1:6, including necessary form works, complete all as specified and directed | 68.65 | Cubic Metre | 3,500 ₹2,40,275 | 5,409 ₹3,71,327.85 | 4,800 ₹3,29,520 | 4,500 ₹3,08,925 | 4,600 ₹3,15,790 | 7,500 ₹5,14,875 | 4,500 ₹3,08,925 | 5,000 ₹3,43,250 | 3,000 ₹2,05,950 Lowest |
| 6.00 | 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 n exc 20mm, complete all as specified & directed. | 930 | Square Metre | 250 ₹2,32,500 | 108 ₹1,00,440 | 45 ₹41,850 | 20 ₹18,600 Lowest | 76 ₹70,680 | 280 ₹2,60,400 | 60 ₹55,800 | 100 ₹93,000 | 20 ₹18,600 Lowest |
| 7.00 | Raised pointing to random or polygonal rubble stone masonry, uncoursed or brought upto courses, in cement mortar 1:4 complete all as specified and as directed. | 63 | X Square metre | 3,500 ₹2,20,500 | 1,206 ₹75,978 | 650 ₹40,950 | 1,100 ₹69,300 | 2,200 ₹1,38,600 | 2,500 ₹1,57,500 | 1,700 ₹1,07,100 | 1,000 ₹63,000 | 600 ₹37,800 Lowest |
| 8.00 | Boulder filling dry, handpacked tightly, as in back or retaining wall (Boulder of 150mm size and over), complete all as specified and directed. | 253.13 | Cubic Metre | 2,000 ₹5,06,260 | 1,008 ₹2,55,155.04 | 1,250 ₹3,16,412.5 | 800 ₹2,02,504 | 600 ₹1,51,878 Lowest | 1,800 ₹4,55,634 | 1,100 ₹2,78,443 | 1,444 ₹3,65,519.72 | 600 ₹1,51,878 Lowest |
| 9.00 | Plain cement concrete 1:2:4, type B-0 (using 12.5 mm graded crushed stone aggregates) as in steps, seismic and other similar bands, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, cills, lintels upto 1.50 metre clear span, copings etc. and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works, all as specified and directed | 14.25 | Cubic Metre | 5,000 ₹71,250 | 6,003 ₹85,542.75 | 5,500 ₹78,375 | 5,500 ₹78,375 | 5,000 ₹71,250 | 4,500 ₹64,125 Lowest | 5,000 ₹71,250 | 6,000 ₹85,500 | 4,500 ₹64,125 Lowest |
| 10.00 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth in any type of soil and getting out soil, complete all as specified and as directed. | 425.41 | Cubic Metre | 180 ₹76,573.8 | 207 ₹88,059.87 | 200 ₹85,082 | 180 ₹76,573.8 | 150 ₹63,811.5 | 160 ₹68,065.6 | 200 ₹85,082 | 200 ₹85,082 | 100 ₹42,541 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
4 Dec 2025, 6:00 pmClosed
CWE Udhampur
Military Engineer Services, Commander Works Engineer, Udhampur, PO - Garhi, Udhampur-182121
RECONSTRUCTION OF DAMAGED SECURITY WALL, BOUNDARY WALL, RETAINING WALL IN THE AOR OF AGE B/R-I UNDER GE (SOUTH) UDHAMPUR
2025_MES_741024_1
CWE/U(S)-72/2025-26
Limited
Civil Works
Item Rate
150 days
Udhampur
As per NIT
6 documents required · 6 mandatory
₹1,000
GE (South) Udhampur
₹2.1 L
Yes
29 Dec 2025
21 Nov 2025
6 Dec 2025
21 Nov 2025
4 Dec 2025
28 Nov 2025
Amount
Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed.
Walling of random rubble stone masonry uncoursed, with best quality locally available stones, well bonded, bedded and solidly hearted,built in cement mortar 1:6 complete all as specified and as directed.
All as per Srl item No. 2 above but except stone.
Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed.
Pre-cast plain cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone aggregates) as in bond stones and in similar works set in cement mortar 1:6, including necessary form works, 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 n exc 20mm, complete all as specified & directed.
Raised pointing to random or polygonal rubble stone masonry, uncoursed or brought upto courses, in cement mortar 1:4 complete all as specified and as directed.
Boulder filling dry, handpacked tightly, as in back or retaining wall (Boulder of 150mm size and over), complete all as specified and directed.
Plain cement concrete 1:2:4, type B-0 (using 12.5 mm graded crushed stone aggregates) as in steps, seismic and other similar bands, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, cills, lintels upto 1.50 metre clear span, copings etc. and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works, all as specified and directed
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth in any type of soil and getting out soil, complete all as specified and as directed.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter including rough finished flat surfaces of concrete, complete all as specified and as directed.
Formwork for fair finished to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed.
Formwork to pillars, coloumn and simiar work etc fair finished surfaces square, retangular and polygon all as specified and directed.
TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and including binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed.
TMT mild steel bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and includingMS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed.
Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed.
Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and as directed.
RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed
Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, complete all as specified and as directed.
Brick work with sub class B bricks straight or curved on plan to any radius built in CM 1:6 but except bricks all complete all as specified and as directed.
Rendering 15mm thick on brick or concrete surfaces of walls in cement mortar 1:4 including finishing the surfaces even and smooth without using extra cement all as directed.
Preparation of newly plastered or unplastered surfaces of wall & applying two coats of cement base paint, complete all as specified and as directed.
Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil,complete all as specified and as directed.
Removing excavated material exc. 250m but nexc. 500m and depositing where directed at a level n exc. 1.5m above the starting point, complete all as specified and as directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to FE 290-0 or Gde-E-165, complete all as specified and as directed.
All as per Srl item No. 26 above here- in- before but except steel.
Preparation of new steel and iron surfaces exceeding 10 cms width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer complete, complete all as specified and as directed.
Dismantling of GI barbed wire fencings fixed in RCC/ Steel fencing posts complete all as specified and directed.
Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2.00 mm dia barbs at 75 mm spacing, straining and fixing to any standard rails and straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc all as specified. (Each line of wire to be measured)
All as per Srl item No. 2 above but except barbed wire complete all as specified and directed.
Supply and fixing in repairs for concertina coil 2.64mm dia and 600 mm dia 10 m openable length (Total length 90 m) having a core wire high carbon spacing steel of high tensile strength as per grade of IS-4454 (Pt-I) with a low carbon steel strip punched tape 19mm wide, 0.5mm thick and series of knife edge sharp barbs/blades @ 25mm centre to centre punched all along the length on both the sides of strips at regular interval confirming to IS-513 complete all as specified and as directed.
Excavating over area, not exceeding 1.5 m depth; for foundation, etc. and getting out in any type of soil, complete all as specified and as directed.
Rendering 15mm thick on other than fair faces of brick wall or stone masonry surfaces in cement mortar 1:4 including finishing the surfaces even and smooth without using extra cement all as directed.
Plain cement concrete 1:3:6, type C1 (using 20 mm graded crushed stone aggregates) as in steps, seismic and other similar bands, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, cills, lintels upto 1.50 metre clear span, copings etc. and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works, all as specified and directed
Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed
Precast reinforced cement concrete 1:2:4 (Nominal mix) type B-1, using 20mm graded crushed stone aggregates landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves, fins and similar articles with plain faces including all mouldings but excluding frame, set in cement mortar 1:4 complete all as specified and as directed
TMT mild steel bars, 8-10mm dia , as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and including binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed.
Removing excavated material n.exc. 250m and depositing where directed at a level n exc. 1.5m above the starting point, complete all as specified and as directed.
M/S ASHOK KUMAR PACHIALA (BID ID -3492349)
M/S Inderjit Sharma and Co. (BID ID -3492258)
vijay builders (BID ID -3492068)
M/s Rukmani Construction Company (BID ID -3488573)
SHIVAE CONSTRUCTION (BID ID -3491840)
Shekhar Enterprises (BID ID -3492506)
JINDAL BUILDERS (BID ID -3491882)
M/S KIRAN CONSTRUCTIONS (BID ID -3492368)
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