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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC R O KHREW TEH PAMPORE DISTT PULWAMA PIN 191103 J K | PULWAMA | JAMMU AND KASHMIR | 191103 | L1 | Accepted-AOC Being L1. | |
| 2 | L2₹9.7 L+₹24,265 (2.57%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹9.8 L+₹39,220 (4.15%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹10.4 L+₹92,800 (9.83%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN L1 | |
| 5 | Rejected-Technical KHUNMOH SRINAGAR PIN 191104 J K | SRINAGAR | SRINAGAR | J K | 191104 | - | Rejected-Technical Documents uploaded are illegible except pdf of DD |
Tender Value
Refer Docs
EMD Value
₹20,000
Closing Date
15 Oct 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AGE (I) CIF (K)
AGE (I) CIF (K) SHALATENG
REPAIR TO SECURITY COMPOUND WALL, CHAIN LINK AND OTHER CONNECTED MISC WORKS IN HQ 10 SECTOR RR UNDER AGE (I) CIF (K).
2024_MES_674974_1
AGE (I) CIF (K) - 38/2024-25
Open Tender
Civil Works
Item Rate
180 days
SHALATENG
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
AGE (I) CIF (K)
₹20,000
Yes
4 Dec 2024
17 Sept 2024
17 Oct 2024
17 Sept 2024
15 Oct 2024
1 Oct 2024
Amount
Demolition of cement concrete un reinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge.
M&L Plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in lintels upto 1.50 metres clear span, steps, seismic and other similar bands, coping, bed plates for serving hold fasts, filling in mild steel frames etc. and the like including weathering slighting rounded or chamfered angles and throating, and use of form work (straight or curved), complete all as specified and as directed by the Engineer-in-Charge.
M&L plain cement concrete 1:3:6, type C2 using 40mm graded stone aggregate as in surface chanels and drain etc, complete all as specified as directed by the Engineer-in-Charge.
M&L Plain cement concrete, 1:2:4, type B-0 using 12.5mm graded crushed stone aggregate, 25mm thick, surface finished fair to receive top layer of flooring, complete all as specified and as directed by the Engineer-in-Charge.
M&L 75mm thick plain cement concrete, 1:4:8, type D-2 using 40mm graded stone aggregate, in Sub base of flooring,hard standing, manhole,drain etc, complete all as specified and as directed by the Engineer-in-Charge.
Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.
Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by the Engineer-in-Charge.
M&L Chequered cement concrete coloured tiles of size 20 cm x 20 cm x 25 mm (2.5Cm) thick (Glosy finished) set, jointed and pointed in neat cement slurry in floors,with grey cement and pigment, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge.
Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.
M&L Brick work with sub class `B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge.
Taking down cement plaster, of any description on brick or stone or cement concrete walls/ceiling including raking out joints, hacking for key, scrubbing down with water, complete all as specified and as directed by the Engineer-in-Charge.
Rendering 15mm thick on brick work or concrete surface in cement mortar 1:4, finishing surfaces fair and even, complete all as specified and directed by the Engineer-in-Charge.
Preparation of newly plastered surfaces of walls and applying two coats of white wash, complete all as specified and as directed by the Engineer-in-Charge.
Dismantiling wrought iron or mild steel work of any description not otherwise provided for complete all as spd.
Excavation in post holes (or similar holes) each not exceeding 0.5 cum getting out and removing surplus soil to a distance n.exc. 50m and making good surface in soft/ loose soil , complete all as specified and as directed by the Engineer-in-Charge.
Plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified as directed by the Engineer-in-Charge.
M&L for MS angle iron, flat iron conforming to Fe-290- Gde E 165 as in post as directed, drilling holes, notching for wire etc cutting and twisting necessary drilling bolting and riveting or welded including FI 40 x 6 mm etc and similar work complete all as specified as directed by the Engineer-in-Charge.
Supply only chain link MS galvanised fencing, made out of 4mm dia galvanised iron wire of mesh 75mm x 75mm/ 50mm x 50mm in size, complete all as specified as directed by the Engineer-in-Charge.
Fixing only chain link fencing to RCC/mild steel Posts fixed with MS Flat iron and 3 Nos of 10mm dia. MS bars as line wire 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 by the Engineer-in-Charge. Note :- MS Flats and round bars to be measured and paid separately under relevent items of this BOQ.
S&F in Repair Galvanised. 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. as directed (each line wire to be measured
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground in natural ground complete all as specified and directed
M&L mild steel 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-16 all as specified and as directed by Engineer -in-charge.
Dismantling fencing wire mesh, any type as directed by Engineer -in-charge.
S&F Rolled mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicatall as specified and as directed by Engineer -in-charge.
Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering, complete all as specified and directed by the Engineer-in-Charge.
S&F 0.63 mm thick Galvanised corrugated mild steel sheeting with two corrugation side lap fixed with coach screws and washers in roofs, walls etc with grade of zinc coating 275.
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated profile steel sheet 0.50mm thick of colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge.
S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of colour having tensile strength of 550 Mpa as in roof covering/cladding to ridges, valley gutters etc. fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge.
Preparation of newly untreated steel or iron surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate,complete all as specified and as directed.
Note :- An amount of Rs. 53,300.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.
FM Trading Corporation (BID ID -3136284)
M/S CLASSIC JK SUPPLIERS (BID ID -3139923)
M/S A Q ENTERPRISES (BID ID -3140305)
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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