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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC C O AKBAR FURNITURE HOUSE MALHAR MORH GARHI UDHAMPUR J K 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹18.9 L Quoted ₹19.4 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹21.9 LRejected-Finance | ₹21.9 L | L2 | Rejected-Finance Not Being L1 Bidder |
| 3 | L3₹24.0 LRejected-Finance | ₹24.0 L | L3 | Rejected-Finance Not Being L1 Bidder |
| 4 | L4₹32.2 LRejected-Finance | ₹32.2 L | L4 | Rejected-Finance Not Being L1 Bidder |
| 5 | L5₹35.7 LRejected-Finance | ₹35.7 L | L5 | Rejected-Finance Not Being L1 Bidder |
| Sl No | Description | Qty | Unit | SINGH CONST CO L6 | RAMAN CONSTRUCTION CO L7 | s l sharma and sons L3 | RAJ MOHD L4 | khajuria builders L5 | M/s Parshotam Lal Sharma L8 | M/S ASHOK KUMAR PACHIALA L1 | VISHWANATH AND SONS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5 m in depth for foundation or manholes etc, and area n.exc 10 Sqm on plan and getting out in any type soil complete all as specified and as directed. | 72 | Cum | 200 ₹14,400 | 250 ₹18,000 | 120 ₹8,640 | 150 ₹10,800 | 100 ₹7,200 | 250 ₹18,000 | 60 ₹4,320 | 150 ₹10,800 |
| 2.00 | Excavating in trenches, not exc 1.5m wide and exc 1.5m in depth but n exc 3.00 cum; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and getting out in any type of soil, complete all as specified and as directed. | 48 | Cum | 250 ₹12,000 | 250 ₹12,000 | 150 ₹7,200 | 200 ₹9,600 | 100 ₹4,800 | 300 ₹14,400 | 60 ₹2,880 | 150 ₹7,200 |
| 3.00 | Excavating over areas, n exc 1.5m deep and getting out in any type of soil, complete all as specified and as directed. | 132 | Cum | 150 ₹19,800 | 300 ₹39,600 | 120 ₹15,840 | 100 ₹13,200 | 100 ₹13,200 | 200 ₹26,400 | 75 ₹9,900 | 150 ₹19,800 |
| 4.00 | Excavating over areas, exc 1.5m deep and n exc 3m deep and getting out in any type of soil, complete all as specified and as directed. | 35 | Cum | 200 ₹7,000 | 300 ₹10,500 | 150 ₹5,250 | 100 ₹3,500 | 100 ₹3,500 | 230 ₹8,050 | 60 ₹2,100 | 150 ₹5,250 |
| 5.00 | Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick all as specified and as directed. | 80 | Cum | 50 ₹4,000 | 50 ₹4,000 | 25 ₹2,000 | 50 ₹4,000 | 50 ₹4,000 | 80 ₹6,400 | 20 ₹1,600 | 200 ₹16,000 |
| 6.00 | Removing excavated soil to a distance n exc 50m and depositing where directed at a level not exc1.50m above the starting point complete all as directed. | 207 | Cum | 50 ₹10,350 | 75 ₹15,525 | 25 ₹5,175 | 50 ₹10,350 | 50 ₹10,350 | 80 ₹16,560 | 30 ₹6,210 | 200 ₹41,400 |
| 7.00 | Demolition of Bricks or stone masonry built in cement mortar complete all as specified and as directed. | 38 | Cum | 150 ₹5,700 | 100 ₹3,800 | 25 ₹950 | 50 ₹1,900 | 100 ₹3,800 | 180 ₹6,840 | 50 ₹1,900 | 300 ₹11,400 |
| 8.00 | Taking down cement plaster on brick or stone masonry wall etc incl racking out joints haking for key, scrubbing down with water etc as in external surfaces of man holes, septic tank, filter bed etc incl removing of debries complete all as specified and as directed. | 1,340 | Sqm | 5 ₹6,700 | 5 ₹6,700 | 2 ₹2,680 | 5 ₹6,700 | 10 ₹13,400 | 12 ₹16,080 | 2 ₹2,680 | 10 ₹13,400 |
| 9.00 | Demolition of cement concrete reinforced (reinforcement cut as required to facilitate demolition) complete all as specified and as directed. | 2 | Cum | 150 ₹300 | 200 ₹400 | 25 ₹50 | 50 ₹100 | 100 ₹200 | 180 ₹360 | 50 ₹100 | 200 ₹400 |
| 10.00 | Demolition, Cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed. | 61 | Cum | 150 ₹9,150 | 100 ₹6,100 | 25 ₹1,525 | 50 ₹3,050 | 100 ₹6,100 | 190 ₹11,590 | 50 ₹3,050 | 100 ₹6,100 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
21 Jan 2026, 6:00 pmClosed
GE SOUTH UDHAMPUR
GE SOUTH UDHAMPUR
REPAIR TO BOUNDRY WALL RETAINING WALL COMPOUND WALLS GATES AND ALLIED REPAIRS WORK AT HQ NC CP COLONY CAMP HRDC A MESS AND TA GP TA COY NCIB AND AOR OF AGE BRII UNDER GE SOUTH UDHAMPUR
2025_MES_746724_1
GE/S(U)-103/2025-26
Open Tender
Civil Works
270 days
GE SOUTH UDHAMPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE SOUTH UDHAMPUR
₹96,000
28 Feb 2026
31 Dec 2025
23 Jan 2026
31 Dec 2025
21 Jan 2026
14 Jan 2026
Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5 m in depth for foundation or manholes etc, and area n.exc 10 Sqm on plan and getting out in any type soil complete all as specified and as directed.
Excavating in trenches, not exc 1.5m wide and exc 1.5m in depth but n exc 3.00 cum; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and getting out in any type of soil, complete all as specified and as directed.
Excavating over areas, n exc 1.5m deep and getting out in any type of soil, complete all as specified and as directed.
Excavating over areas, exc 1.5m deep and n exc 3m deep and getting out in any type of soil, complete all as specified and as directed.
Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick all as specified and as directed.
Removing excavated soil to a distance n exc 50m and depositing where directed at a level not exc1.50m above the starting point complete all as directed.
Demolition of Bricks or stone masonry built in cement mortar complete all as specified and as directed.
Taking down cement plaster on brick or stone masonry wall etc incl racking out joints haking for key, scrubbing down with water etc as in external surfaces of man holes, septic tank, filter bed etc incl removing of debries complete all as specified and as directed.
Demolition of cement concrete reinforced (reinforcement cut as required to facilitate demolition) complete all as specified and as directed.
Demolition, Cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
Dismantling of AC sheets (corrugated and semicorrugated etc )/translucent fibre sheets in roofing incl ridge tiles complete all as specified and as directed.
Dismantling floor hearth or wall tiling including cement mortar bedding but not backing complete all as specified and as directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for etc. complete all as specified and as directed.
M&L Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete type D2 (1:4:8) for 100 mm dia pipe all as specified and as directed.
All as per Srl item No 14 above but 150mm dia drain pipe all as specified and as directed.
All as per Srl item No 3 above but 200 mm dia drain pipe all as specified and as directed.
M&L for SGSW drain pipe grade 'A' of 100 mm internal dia laid in trenches and jointed in cement mortar (1:1) complete all as specified and as directed.
All as per Srl item No 17 above but 150mm dia all as directed complete all as specified and as directed.
All as per Srl item No 17 above but 200mm dia complete all as specified and as directed.
Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 100 mm dia SWG pipe all as specified and as directed.
All as per Srl item No 20 above but 150mm dia complete all as specified and as directed.
All as per Srl item No 20 above but 200mm dia complete all as specified and as directed.
Desludging/Dewatering of septic tank/soakage wells including intel/outlet chambers removing out all scum, silt residuals sludge (both) organic/inorganic nature) after plugging the incoming sewage lines through combined high pressure water jetting cum suction (vacuums) type machine mounted on LCV/HCV facility of high pressure vacuums and removing the same in the tank to a place outside MOD load meant for the purpose by local municipality all as directed.
Cleaning of gully traps/drain pipes/floor traps/water closets/manholes/ of any size and any description and removing waste material etc to a distance not exceeding 50m and burying in pits and re-filling the same complete all as specified and directed by the Engr-in-Charge. Note:- (a) The cost for excavation and earth work for pits is deemed to be included in the unit rate. (b) Contractors representative/ Engineer will report to Engr-in-Charge/ concern JE daily in morning to collect complaint for routine/urgent works related to day to day maintenance till completion of contract. (c) All routine/urgent jobs received on docket slip shall be attended within 24 hrs. If the nature of job is such that which cannot be completed within 24 hrs, it shall be immediately brought in to the notice of Engr-in-Charge, (d) The period for working to the such complains shall be decided by GE/Engr-in-Charge. If delay is more than 24 Hrs & GE/Engr-in-Charge is not satisfied with reason for delay in working then the penalty of Rs. 300/complaint/day shall be recovered from contractor. (e) In case of any dispute arising from above the decision of Accepting Officer shall be final and binding.
Demolition and breaking up drain CI pipe/AC pipes/ PVC Pipe set in cement mortar 100 mm and below complete all as specified and as directed.
S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls bore of the pipe 110 mm of wall thickness not less than 2.2mm complete all as specified and as directed.
S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls bore of the pipe 75 mm complete all as specified.
S&F PVC(SWR) bends 110 mm dia with access door complete all as specified and as directed.
S&F PVC(SWR) junction double,(Single T), equal or unequal. 110 mm dia complete all as specified and as directed.
M&L for 50 users septic tank conventional type designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, brickwork in CM 1:4 in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 50 users complete all as specified and as directed.
S&F on site 25 users septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, brick work walls, Vent shaft, connection etc., complete for 25 users conventional type complete all as specified and as directed.
M&L for Soakage wells of size 1.0m x 3.0mtr effective depth, excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.8m x 3.0 mtr complete all as specified and directed.
M&L for Soakage wells of size 3.0m x 4.5m effective depth excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.8m x 3.0 mtr complete all as specified and directed.
M&L brick work with sub class 'B' brick, straight or curved on plan exc 6 M Mean radius built in type CM 1:6 complete all as specified and as directed.
All as per srl item No 34 above but except brick only complete all as specified and as directed.
M&L for walling of random rubble masonary, Squre, recangular coursed, well bonded, bedded and solidly hearted, built in CM (1:6) complete all as specified and as directed.
All as per srl item No 36 above but except stone masonry complete all as specified and as directed.
M & L for hand packing (any thickness) of broken stone or boulder at back of walls over arches etc and raising (or lowering) to the required level all as specified and directed
M & L Rendering 15 mm thick on brick or concrete surfaces of walls in CM (1:4) including finishing the surfaces fair and even without using extra cement as in manholes, septic tank, filter bed out let drain, bdy walls, drains etc all as directed
M&L for raised pointing to random or polygonal rubble masonary coursed or un coursed in CM (1:3) complete all as specified and as directed.
M&L for extra over hammer dressed facings, with maximum depression on face from straight edge held against the dressed surface n. exc 20 mm; to block-in-course masonry complete all as specified and as directed.
M&L 1mm thick wall care putty on wall complete all as specified and as directed
M&L preparation of new plastered wall surface and applying two coats of cement base paint complete all as specified and as directed.
M & L for providing cement concrete 1:2:4 Type B1 using 20mm graded aggregate as in lintels up to 1.5m clear span, cills,seismic and other similar bands, plinth courses, copings, Bed blocks, and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.
S&F TMT bars 10 mm dia and over and cut to length bent to shape required including cranking, bending, hooking ends and bending with MS wire not less than 0.9mm dia or securing with clips quality conforming complete all as directed.
M&L Cement concrete type D 2 (1:4:8) (using 40mm graded stone aggregate) as in foundation filling and mass concerete complete all as specified and as directed.
M&L for Plain cement concrete type B1 (1:2:4) (using 20mm graded stone aggregate) as in surface chanels and drains, manhole complete all as specified and as directed.
M & L Plain cement concrete type-B1(1:2:4) (using 20mm graded stone aggregate ) as in benching, haunching , coping, edging of path and similar work incl necessary form work complete all as specified and directed.
M&L for RCC 1 :1.5:3 (20mm graded aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses etc all as specified & directed.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical or to batters all as specified and as directed.
M&L for 75 mm thick plain cement concrete type D-2 (1:4:8) (40 mm graded stone aggregates) as in sub base complete all as specified and directed.
M&L for chequered cement concrete (glossy finish) tile 300 mm x 300 mm x 25 mm thick set jointed and pointed in neat cement slurry in floor with grey cement and pigment all as specified and directed.
M&L for 15 mm thick screed bed in cement mortar 1:6 for laying floor finishes under floor complete all as specified and as directed.
M&L for heavy duty coloured (Dura stone) tiles n exc 0.36Sqm of 8-10mm thick tiles as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed.
M&L for glazed ceramic wall cladding coloured tiles 300mm x 450mm x 7mm or 300x600x7-10mm thick (design and size as approved by Engr in Charge) as in vertical surfaces of walls, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm cement rendering in cement mortar 1:4 complete all as specified and as directed.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed.
M&L for framed work such grill, griting as doors, gates of angle or other section with gusset plates, rails, braces, etc complete drilled for fixing of steel sheeting or other covering doors, etc to be prepared for hanging or sliding eith and including either hooks and hinges or steel hanging door fittings including ornament and intricate design, including pintle hings, stops hand made sliding bolts etc conforming to Fe 290 Gde-E-165 complete all as specified and as directed.
S&F for 2mm thick fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc. complete all as specified and directed.
S & F Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws all as specified and as directed.
M&L for preparation of new steel surfaces of any descripton not otherwise described over 10 cm width or girth and applying two coats of synthetic enamal paint over a coat of red oxide on steel surfaces all as specified and as directed.
M&L for mild steel conforming to grade Fe-165 (Fe-290) angle post or struts in fencing fixed independently including cutting and bending to shape as directed drilling holes, notching for wire etc. complete all as specified and directed
M&L for PCC 1:2:4 Type B2 using 40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
M&L for Precast cement concrete louvers and jallies 25mm thick set in cement mortar 1:4 type B0 (1:2:4 using 12.5mm graded aggregate etc sample as approved by GE incl takong out old precast jali complete all as specified and directed.
M & L 18-20 mm thick granite (of any type) work( table rubbed and polished) in steps, jambs, pillars, window sills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite slab complete all as specified and as directed.
S & F galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type of post including securing and tying at crossing with and provision of galvanised mild steel wire staple or steel pins etc all as specified (Each line wire to be mesured)
S&F punched tape concertina coil (including spike and handle) with 50 turns and 500mm dia, width of barbed 9mm and spacing of clips 23.5mm to 24.5mm c/c weight of coil will be 10 to 14 Kg without packing. Coil length will be 6m when opened upto etc complete all as specified and directed.
M & L for mild steel round bars of 10mm 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 quality conforming to IS complete all as specified and as directed.
S&F of chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provission of binding wire complete all as specified and as directed.
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