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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹24.0 L+₹3.6 L (17.8%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹25.3 L+₹4.9 L (23.9%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹27.2 L+₹6.8 L (33.2%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹28.7 L+₹8.3 L (40.5%)Rejected-Finance 99 MODEL TOWN PATHANKOT 145001 | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L5 | Rejected-Finance Not Lowest |
Tender Value
₹31 L
EMD Value
₹62,000
Closing Date
11 Jan 2021, 6:00 pmClosed
GE (SOUTH) PATHANKOT
GE (SOUTH) PATHANKOT
REPAIRS TO BOUNDARY WALL SECURITY FENCING AREA DRAINAGE HARD STANDING PATH AND OTHER MISC WORKS AT DAMTAL NANGAL BHUR KANDRORI KAUNTERPUR TARAPUR AND MIRTHAL COMPLEX AT STATION HQ KANDRORI UNDER GE SOUTH PATHANKOT
2020_MES_403066_1
GES/PKT/T-57/2020-21
Open Tender
Civil Works
Item Rate
180 days
GE (SOUTH) PATHANKOT
All contractors enlisted with MES in Class D and above and category a i
8 documents required · 8 mandatory
₹500
GE (SOUTH) PATHANKOT
₹62,000
Yes
9 Mar 2021
12 Dec 2020
13 Jan 2021
12 Dec 2020
11 Jan 2021
27 Dec 2020
Amount
Demolition of Cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level)
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for reinforcement cut as required to facilitate demolition complete all as specified and directed
PCC 1:4:8, type D-2 using 40mm graded crushed stone aggregates aggregate, as in foundation filling and mass concrete all as specified & directed.
Demolition of Brickwork or stone/ boulders masonry built in cement or cement lime mortar incl all quions, arches, pillars, etc but excluding ashlar facing, dressed stone work and precast concrete articles
M&L for brick work with fly ash old size bricks straight or curved on plan exceeding 6m mean radius laid dry in CM 1:4 all as specified and directed
All as per description of item No- above but except bricks complete all as specified and directed by Engr-in-Charge.
M&L for brick work with fly ash old size bricks straight or curved on plan exceeding 6m mean radius laid dry half brick thick wall in CM 1:4 all as specified and directed
PCC M-15 (nominal mix) as in surface channel and drain complete all as specified.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitered/stopped ends etc complete.
M&L RCC(Nominal mix M-25) in Beams, cantilevers,bressummers, lintels over 1.5m span
M&L mild steel bars TMT 8mm dia and over cut to length bend to shape ,binding with 0.9mm dia annealed wire.
Ditto but 5mm dia and over upto and including 10mm dia in stirrups spacers and binders
M&L Formwork to Rough finished concrete surfaces flat sides and soffits of roof beams, lintels, cantilever shelves for rough finished flat surfaces of concrete etc
Taking down cement plaster on brick or concrete surfaces in any description etc incl raking out joints hacking for key scrubbing down with water etc all as specified.
M&L Rendering 15mm thick in cement mortar 1:4 on fair/other then fair faces of brick work or conrete surfaces finishing the surface even and smooth without using extra cement all as specified.
M&L Two coats of cement base paint on newly plastered surfaces of walls including preparation of surfaces all as specified.
Dismentling post or struts (wood, steel or RCC) any section, including taking out embedded portion in Concrete and making good disturbed ground.
Dismantling fencing wiremesh any type.
Excavation in post holes (or similar holes) each not exceeding 0.5 Cum, getting out, returning, filling in and rammed earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50m and making good in any type of soil complete all as specified and as directed.
Mild steel 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 & directed.
Preparing the new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint all as specified.
Galvanised, (hot dip) 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed (each line wire to be measured)
Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long, 5 to 10 mm diameter of shank, complete all as specified and directed.
Restraining rescuring of incl making good staples the old galvanised steel barbed wire any dia incl securing or tying at crossings as directed
Supply only Chain link MS galvanised fencing of wire square mesh size ( nominal pitch of wires) all as specified
Fixing only chain link fencing in cl line wires any mesh, size and type to any type of standards, rails, straining bolts, etc incl provn of binding wire.
M&L paver tiles of size 300x300mmx25mm thick or equivalent size as in machine pressed set ,jointed and pointed in neat cement slurry over and including screed bed 20mm thick in CM 1:6 complete all as spd & directed.
M&L for Machine pressed precast concrete interlocking paver block 60 mm thick (Factory made rubber moulded) with grey cement and pigment any shape and size conforming to IS-15658-2006 of 60mm thickness, M-35 Grade fixed all as specified and directed .
M&L 75mm thick plain cement concret type C-2 1:3:6 (using 40mm graded crushed stone aggregate) as in flooring finishing concrete surfaces even and fair all as spd and directed.
Sand filling under floors or in foundations including watering and consolidation.
Dismantiling wall and ceiling board (fibre, pulp, imnsulation etc) or insulation boards/ slabs /blankets any thickness including cover fillets.
S&F in position suspended false ceiling system using E-grid suspended ceiling grid system. The size of grid shall be 600 x 600mm with GI frame work main runner 38 x 24mm cross tee 25 x 24mm and wall angle 24x24mm, using 9mm thick ceiling panel laminated with PVC film on front face and foil back availavel in due drop texture as per IS-2095, part-I-1996, fixid in the grid of E-grid suspended ceiling grid system duly suspended by 4mm dig GI bar hanger from the purlins of the roof with butter fly clips including preparation of surfaces and applying two coats of synthetic enamel paint over a coat of primer.
Taking out and cleaning of existing roof treatment of any description completely and washing, rubbing with water and providing 20mm thick cement plaster in cement mortar 1:3 mixed with water proofing compound @ 4% weight of cement, finish fair and even without using extra cement to receive water proofing treatment. ( The rate includes for fillling of crackes in existing roof with cement putty using suitable bonding agent (Shalocrate-42) before laying cement plaster all as spd and directed.
Providing and laying of water proffing treatment on roof with APP modified prefabricated five layer 3mm thick water proofing membrane, super thermolay of STP ltd with non woven polyester mat reinforcement of 160gsm, weight of membrane @3.6 Kg/Sqm over a solvent based bitumen primer, ShalitexPrimer @0.30 Ltr/Sqm by same manufacturer conforming to IS: 3384-1986. The membrane shall be laid uing butane torch. The end lap should be 100mm and the side lap must be minimum 75mm. The membrane shall be first laid up to the parapet wall junction and then shall be overlaped with another memberane (flashing) with an overlap covering upto a distance of 300mm. In case parapet height is less than upto 500mm, membrane shall be terminated at the top of parapet. All rain water pipes opening shall be suitable sealed with APP membrane. ( The rate uncludes for fillling of crackes in existing roof with cement putty using suitable bonding agent (Shalocrate-42) before laying cement plaster all as spd & directed.
Sch of Credit = 78450.00
Note: In case the tenderer quotes different rates for similar item then lowest rate shall only be applicable for payment and contractor shall not have any claim on this account.
M/S BANSAL BUILDERS
Nishikant Mahajan Govt Contractor
M/s gurdial singh and co
satpal and brothers
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