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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC N A | NA | NA | 121004 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹33.4 L+₹78,180 (2.39%)Rejected-Finance EAST VIVEKANANDA PALLY MANGAL PANDEY SARANI PO RABINDRA SARANI SILIGURI 734 006 WB | JALPAIGURI | WEST BENGAL | 734006 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹33.4 L+₹78,925 (2.42%)Rejected-Finance VIVEKANANDA SUPER MARKET IST FLOOR ROOM NO 8 HILL CART ROAD PO SILIGURI DIST DARJEELING PIN 734401 | DARJEELING | WEST BENGAL | 734401 | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹34.3 L+₹1.6 L (5.01%)Rejected-Finance GEETANJALI COMPLEX B BLOCK 2ND FLOOR MUKUNDA DAS ROAD MILANPALLY SILIGURI 734405 DARJEELING | SILIGURI | DARJEELING | WB | 734405 | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹34.6 L+₹1.9 L (5.93%)Rejected-Finance N A | NA | NA | 121004 | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
20 Nov 2020, 6:00 pmClosed
Garrison Engineer sukna
Garrison Engineer sukna, Post-Simulbari, Dist.-Darjeeling, WB-734009
REPAIRS TO SECURITY FENCING DRAIN ETC IN CORPS HQ COMPLEX AND CORPS CAMP UNDER AGE BR II OF GE SUKNA
2020_MES_390897_1
GE Sukna/8202
Open Tender
Civil Works
Item Rate
180 days
Sukna
AS PER NIT
7 documents required · 7 mandatory
₹500
GE Sukna
₹70,000
Yes
21 Dec 2020
31 Oct 2020
23 Nov 2020
31 Oct 2020
20 Nov 2020
14 Nov 2020
31 Oct 2020 - 7 Nov 2020
Amount
Dismantling posts or struts (wood, steel or R.C.C.) any section, embedded in concrete, brick work, masonry etc, and including taking out embedded portion and making good disturbed ground complete all as specified and directed.
Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning filling in and ramming earth in layers not exceeding 25 cm thick, watering and removing surplus soil to a distance not exceeding 50m and making good in soft/loose soil complete all as specified and directed.
M&L for mild steel work in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; 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,) and including all necessary drilling, bolting or riveting, etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
S&F galvanised. 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc, including dismantling complete all as as specified and directed (each line wire to be measured).
Supply only chain link MS galvanized fencing, any size or type complete all as specified and directed.
Fixing only chain link fencing including line wires, any mesh, size and type of standards, rails, straining bolts, etc, and including provision of binding wire including dismantling complete all as specified and directed.
M&L mild steel round bars 10 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.
S&F mild steel screw bolts diameter of neck 11 to 15 mm (machine made) with hexoganal 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, exc. 5 cm but not exc. 10 cm long complete all as specified and directed.
S&F in repairs concertina coil razor blade type, fixed with galvanissed 'J' clips, of following specification :- (a) Dia of coil spiral / loop - 600 mm (b) No of spirals / loops per bundle of coil- 50 (c) Weight of each bundle of coil - 8 Kg (minimum) (d) Coverage of wall / fence per bundle of coil - 6 m (e) Central core wire made from high tensile spring steel wire (conforming to IS:4454) of dia 2.50 mm, UTS 1600 N/Sqmm (minimum), duly hot dipped galvanised (conforming to IS-2629) zinc coating 230gm /sqm (minimum) (f) Razorblade : Electro galvanized steel razorblades of length 11.50 mm, width 19 mm & thickness 0.50 mm, conforming to IS - 1573, zinc coating 120 gm/sqm , pitch of barbs 25.00 mm (g) Handle, clips (minimum 5 clips per 2 spiral) and spikes to be provided as required complete Make :- M/s Shiva Engineering Co. or equivalent
M&L preparation of new steel surfaces of any description not exceeding 10 cm width or girth when unconnected with other painting or when painted in a different tint and including applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. Make :- Jotun India Pvt Ltd / Apcolite (Asian) / Luxol (Berger) / Jenson & Nicholson Paints Ltd (Borolac) / Shalimar Paints Ltd (Superlac)
M&L preparation of new steel surfaces of any description, not otherwise described over 10 cm width or girth and including applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. Make :- Jotun India Pvt Ltd / Apcolite (Asian) / Luxol (Berger) / Jenson & Nicholson Paints Ltd (Borolac) / Shalimar Paints Ltd (Superlac)
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed.
M&L cement concrete 1:2:4 type B0, (using 12.5 mm graded crushed stone aggregate) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, benching, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork & demolition 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 CM 1:6 including demolition complete all as specified and directed.
All as per Sl item No. 15 above but except bricks. Note:- Serviceable quantity of bricks obtained from demolition shall be reused under this item.
M&L bricks, sub class B, laid flat in floors / drain; old size bricks bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:6 including dismantling complete all as specified and directed.
All as per Sl item No. 17 above but except bricks. Note:- Serviceable quantity of bricks obtained from dismantling shall be reused under this item.
M&L bricks, sub class B, laid on edge in floors / drain; old size bricks bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:6 including dismantling complete all as specified and directed.
All as per Sl item No. 19 above but except bricks. Note:- Serviceable quantity of bricks obtained from dismantling shall be reused under this item.
Taking down cement plaster on brick or concrete surfaces / ceiling, racking out joints hacking for key scrubbing down with water etc complete all as specified and directed.
M&L 15 mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth using extra cement complete all as specified and directed.
S&F in repairs 450 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed.
M&L PCC 1:4:8, type D-2 using 40 mm graded crushed stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 450 mm bore pipe including demolition complete all as specified and directed.
Excavation 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. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out all excavated material in soft / loose soil complete all as specified and directed.
Returning, filling in and including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed.
Removing of excavated surplus soil to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed.
PS ENTERPRISE
M/S JAGRITI ENTERPRISES
R K UDYOG
METTLE WORKS
MS S S CONSTRUCTION AND CO
R N SAH N CO
S D CONSTRUCTION CO
M/S TANDRA DEY.
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