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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.3 LAccepted-AOC 19 HAREN MUKHERJEE ROAD HAKIMPARA SILIGURI 734401 DIST DARJEELING | SILIGURI | DARJEELING | WB | 734401 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹39.9 L+₹68,471 (1.75%)Rejected-Finance ATUL PRASAD SARANI DUDH MORE SILIGURI 734006 DARJEELING WB | JALPAIGURI | WEST BENGAL | 734006 | L2 | Rejected-Finance NOT LOWEST BIDDER | |
| 3 | L3₹40.0 L+₹84,525 (2.16%)Rejected-Finance SIMULBARI T E PO VILL SIMULBARI PS KURSEONG DIST DARJEELING PIN 734009 WEST BENGAL | SIMULBARI | DARJEELING | WEST BENGAL | 734009 | L3 | Rejected-Finance NOT LOWEST BIDDER | |
| 4 | L4₹40.2 L+₹1.0 L (2.58%)Rejected-Finance EAST VIVEKANANDA PALLY MANGAL PANDEY SARANI PO RABINDRA SARANI SILIGURI 734 006 WB | JALPAIGURI | WEST BENGAL | 734006 | L4 | Rejected-Finance NOT LOWEST BIDDER | |
| 5 | L5₹40.4 L+₹1.2 L (3.07%)Rejected-Finance KHAPRAIL BAZAR PO NEW CHAMTA DIST DARJEELING WEST BENGAL PIN 734 009 | DARJEELING | DARJEELING | WEST BENGAL | 734009 | L5 | Rejected-Finance NOT LOWEST BIDDER |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
25 May 2023, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist.-Darjeeling, WB-734009
REPAIRS TO FENCING, DRAIN AND CULVERT AND ALLIED WORKS UNDER AGE B/R -I OF GE SUKNA
2023_MES_592946_1
GE Sukna/8523
Open Tender
Civil Works
Works
270 days
Sukna
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE Sukna
₹90,000
Yes
17 Jun 2023
3 May 2023
27 May 2023
3 May 2023
25 May 2023
18 May 2023
4 May 2023 - 25 May 2023
Amount
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil / loose soil complete all as specified and directed.
Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
Excavating in post holes (or similar holes), each not exceeding 0.5 Cum, getting out, in Soft/ Loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick , watering, and removing surplus soil to a distance n.exc 50m & making good surface complete all as specified and directed
M & L for Hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed.
M&L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete and demolition of cement concrete of any description and in any position not otherwise specially provided for complete all as specified and directed.
M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete including demolition of existing cement concrete of any description and in any position not otherwise specially provided for complete all as specified and directed.
M&L for Plain Cement Concrete Type C1 1:3:6 (using 20 mm graded stone aggregate) in surface channels and drains including demolition of existing cement concrete of any description and in any position not otherwise specially provided for complete all as specified and directed.
M&L cement concrete 1:2:4 type B1, (using 20 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, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork & including demolition complete all as specified and directed.
M&L for Pre-cast cement concrete block masonry with solid blocks, type C-1, 1:3:6 (using 20 mm graded stone aggregate) exc. 10 cm in width and setting in cement mortar 1:4, complete all as specified and directed.
M&L for poviding precast reinforcement cement concrete type B-1 1:2:4 (20mm graded stone aggregate) as in cover slab for drain and similar article set in cement mortar 1:4 including demolition of existing reinforced concrete of any description and in any position not otherwise specially provided for complete all as specified and directed.
M&L for Reinforced Cement Concrete Type B-1 1:2:4 (using 20 mm graded stone aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, deck slabs and in shelves and the like including demolition of existing reinforced concrete of any description and in any position not otherwise specially provided for complete all as specified and directed.
M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan n.exc. 6.00 m mean radius built in cement mortar 1:6 as in drain complete all as specified and directed.
M&L for Brick work with sub-class `B' bricks, straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:4 as in drain complete all as specified and directed.
M&L brick work with fly ash brick, straight or curved on plan exc. 6 m mean radius built in CM 1:6 as in draincomplete all as specified and as directed. Make :- ICL Concrete Industries / Vaishnodevi Buildcon Private Ltd / Koshi Brick Industries Pvt Ltd / Shankar Oil & Saw Mills
Use and Waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and directed.
Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar works not exc. 200 mm thick horizontal or slopping in rough finished flat surface of concrete complete all as specified and directed.
S & F Mild steel work in wind ties, including securing bolts and 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 and directed.
S & F of mild steel screw bolts (machine made) with hexagonal or square head at one end and screwed the other or screwed both ends, each screwed ends to be fitted with washer and one hexagonal or square nut, exc. 10 cm and not exc. 15 cm long and 11 to 15 mm dia of shank complete all as specified and directed.
M&L for Mild steel TMT 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 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 round bars 10 mm dia and over, cut to length, bent to shape required, including hooking ends for securing chain link fencing, conforming to IS Fe 410-W(Gde.E-250), quality-A, complete all as specified and directed.
M&L for Mild TMT bars 6 mm to 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed.
Supply only chain link MS galvanized fencing, of any size or type complete all as specified and directed.
Fixing only in repairs chain link fencing including line wires, any mesh, size and type of standards, rails, straining bolts, etc, and including provision of binding wire complete all as specified and directed.
S&F in repairs 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, (each line wire to be measured) and including dismantling the barbed wire complete all as as specified and directed
M & L for laid on edge in floors, using sub class ‘B’ bricks old size, and bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:6 as in flooring laid to herring-bone pattern or diagonally including necessary surface dressing in any type of soil complete all as specified and directed.
M&L for rendering 15 mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and fair without using extra cement complete all as specified and directed.
M&L flush pointing to brick walls in CM 1:3 complete all as specified and directed.
M&L for preparing newly plastered surfaces of ceiling plaster and applying three coats of white wash complete all as specified and directed.
M&L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.
S&F 300 mm bore Reinforced concrete pipes, class NP2, laid in trenches and jointed with collars in cement and sand mortar 1:1, including demolition and breaking up unserviceable drain pipes (Salt glazed ware, AC or Reinforced concrete), set in cement mortar, (Note :- Excavation & earth work shall be measured separately ). complete all as specified and directed.
M & L for PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 300 mm bore complete all as specified and directed.
Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and directed.
Demolition bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer) Laid, bedded and pointed in any mortar complete all as specified and directed.
Dismantling post or struts (wood, steel or RCC) any section, including taking out embedded portion in natural ground and making good the disturbed ground complete all as specified and directed.
MS UNITY CONSTRUCTION CO
R N SAH N CO
PS ENTERPRISE
D K SARKAR
KARMIBRINDA
ASHOK MUKHERJEE
A K ENTERPRISES
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