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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC CHHURTA JHAJJAR KOTLI JAMMU J K 181222 | 181222 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹22.8 L+₹1.4 L (6.50%)Rejected-Finance MAIN ROAD KANDOLI NAGROTA JAMMU J K 181221 | JAMMU | JAMMU AND KASHMIR | 181221 | L2 | Rejected-Finance 2nd lowest bidder after deducting of sch of credit Rs 139865 | |
| 3 | L3₹23.9 L+₹2.5 L (11.5%)Rejected-Finance NEAR INDUSTRIAL ESTATE THANDA PADDAR UDHAMPUR J K 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-Finance 3rd lowest bidder after deducting of sch of credit Rs 139865 | |
| 4 | L4₹27.9 L+₹6.5 L (30.3%)Rejected-Finance VILLAGE POST JAGANOO TEHSIL UDHAMPUR JAGANOO UDHAMPUR1 UDHAMPUR JAMMU KASHMIR 182124 UDYAM JK 22 0011509 | UDHAMPUR | JAMMU AND KASHMIR | 182124 | L4 | Rejected-Finance 4th lowest bidder after deducting of sch of credit Rs 139865 | |
| 5 | L4₹28.5 L+₹7.0 L (32.7%)Rejected-Finance | L4 | Rejected-Finance 4th lowest bidder after deducting of sch of credit Rs 139865 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
2 Jun 2022, 6:30 pmClosed
GE (Army) Dhar Road Udhampur
GE (Army) Dhar Road Udhampur
REPAIR TO DRAIN, PATH,GRATING, CULVERT AT DEPOT AND ADM AREA 15 FAD UNDER GE (ARMY) DHAR ROAD
2022_MES_522114_1
8068/nit-14/2022-23
Open Tender
Civil Works
Item Rate
240 days
Jindrah
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
₹80,000
Yes
9 Sept 2022
5 May 2022
6 Jun 2022
6 May 2022
2 Jun 2022
19 May 2022
Amount
Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc., or for shafts, wells, cesspits, manholes, pier holes etc., not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed
Surface dressing not exc 15 cm deep in any type of soil complete all as specified and directed
Demolition of cement concrete (unreinforced) in ground floor, paving not exc. 15 cm thickness (below or above ground level) complete all as specified and directed
Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stoneswork and precast concrete articles complete all as specified and directed
M & L for cement concrete 1: 4 :8 type D 2 using 40 mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed.
M & L brick work with sub class 'B' bricks, straight or curved on plan exc. 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed.
M & L brick work with sub class 'B' bricks, straight or curved on plan exc. 6 mtr mean radius built in cement mortar 1:6 but (except bricks) complete all as specified and directed.
M&L Providing Cement concrete 1 : 2 : 4 Type B1 (20mm graded aggregate) as in roof kerbs or mud stops,in lintels upto 1.5 m span, copings slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.
Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including racking out joints , hacking for key, scrubbing down with water, etc. complete all as specified and directed.
M & L rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces (using WPC @ 3% of wt of cement) finished even and smooth without using extra cement complete all as specified and directed. Note : WPC shall be measured and paid under respective item.
Supply only integral water proofing compound complete all as specified and directed.
M & L for cement concrete 1:3:6 type C2 using 40 mm graded aggregate as in surface channels and drains complete all as specified and directed
Extra over rendering or plastering for work in isolated widths or in widths not forming part of general plastering such as in drain or channels, bands, sunk panels, cornices, skirting, drip moulds and similar work exc 15 cm but not exc 30 cm in widths or girth, including cutting to edges, all mitres and stopped ends etc., complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and directed
Removing excavated material (soils) not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed
75mm thick PCC 1:3:6, type C-2 using 40mm graded stone aggregates as in sub base of floor, finished even and fair, complete all as specified and directed.
M&L for 25mm thick sand filling under floors or in foundations including watering and consolidation as cushioning for laying of paver blocks complete all as specified and directed. Note :- Punned thickness of sand shall be measured and paid.
M & L for machine pressed precast concrete with grey cement and pigment interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade complete all as specified and directed.
M&L Providing Cement concrete Type B1 1 : 2 : 4 (20mm graded aggregate) as in roof kerbs or mud stops,in lintels upto 1.5 m span, copings slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.
M&L for machine pressed gloosy finish cement concrete chequered tiles of size 300x300x25mm, jointed and pointed in neat cement slurry with grey cement and pigments to match the colour of fills complete all as specified and directed.
M & L for screed bed or bedding layer of mortar 20 mm thick for laying floor finishes in cement mortar (1:6) complete all as specified and directed.
M & L for preparation of new plastered surface of walls, priming plastered and other surfaces with a coat of alkali resistant priming paint and applying two coats of cement base paint white or tinted compelete all as specified and directed
M & L for walling of random rubble stone masonary uncoursed well bonded , bedded and solidely hearted built in cement mortor 1:4 etc complete all as specified and directed.
M & L for walling of random rubble stone masonary uncoursed well bonded , bedded and solidely hearted built in cement mortor 1:4 except stone etc complete all as specified and directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses. Hammer dressing witrh maximum depression on face from straight edge held against the dressed surface not exc 20 mm in lime or sand stone complete all as specified and directed
Racking out joints/pointing to random rubble or polygonal rubble uncoursed or brought up to courses built in cement or cement lime mortar complete all as specified and directed.
M & L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and directed.
M & L for providing precast cement concrete type C1, 1 : 3 : 6 (20 mm graded aggregate) as in bonders (for stone walling) etc., with plain fair faces including chamfered, weatherings throating etc., and setting in cement mortar 1:6 with joints to match complete all as specified and directed
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed
S & F mild steel framed work such as grills, grating, etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railing, frame work of water tanks and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed.
Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) as in roofs, floors (other than ground floors), beams, staircase, landing, chajjas and similar suspended work not exc 15 cm thick complete all as specified and directed
Use and waste form work to sides and soffits of floor or roof beams, beams haunching, girders, bressummers, lintels, cantilevers, shelves including supports, over hangs, etc. also splays between floors and beams etc for flat rough finished surfaces of concrete complete all as specified and directed.
Use of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10 cm but not exc 20 cm wide for rough finished surfaces of concrete complete all as specified and directed
M & L mild steel TMT bars 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 0.9 mm dia or securing with clips complete all as specified and directed.
M & L mild steel TMT bars 6 mm to 8 mm 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 0.9 mm dia or securing with clips complete all as specified and directed.
M & L for providing RCC 1 : 2 : 4 Type B1 (20 mm graded aggregate) for slabs supported on walls, beams and column in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed
M/S SANJAY STEEL WORKS
K S BUILDERS
NARESH KUMAR KHAJURIA
M/S PAWAN KUMAR ANAND
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