Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹46.5 L−₹2.6 L (5.39%)Accepted-AOC VILL BUD BUD PO BUD BUD PS BUD BUD DIST PURBA BARDHAMAN PIN 713 403 WB | BUD BUD | PURBA BARDHAMAN | WEST BENGAL | 713403 | H3 | Accepted-AOC Contract Awarded Being L1 | |
| 2 | H1₹49.1 LRejected-Finance | H1 | Rejected-Finance HIGHER RATE QUOTED THEN L1 | |
| 3 | H2₹47.8 L−₹1.3 L (2.63%)Rejected-Finance | H2 | Rejected-Finance HIGHER RATE QUOTED THEN L1 |
Tender Value
₹46.5 L
EMD Value
₹93,100
Closing Date
9 Jul 2025, 6:00 pmClosed
GE PANAGARH
Garrison Engineer, Military Engineer Service, PO- Panagarh, Dist- Burdwan State - West Bengal Pin-713420
All as per BOQ
2025_MES_713788_1
8500-313/E8
Open Tender
Civil Works
Works
180 days
PANAGARH
As per tender document
6 documents required · 6 mandatory
₹500
GE PANAGARH
₹93,100
31 Jul 2025
11 Jun 2025
10 Jul 2025
11 Jun 2025
9 Jul 2025
25 Jun 2025
Amount
Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding.
Excavation over areas n. exc1.5m deep and getting out in hard/dense soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm.complete all as specified and directed.
Removing excavated material (soil) n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point complete all as specified and directed.
Demolition for brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, facings, dressed stonework and precast concrete articles and removal or rubbish off the site complete all as specified and directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for edging of footpath and removal of rubbish off the site complete all as specified and directed
Excavating in post holes ( or similar holes) each n.exc 0.5 cum getting out , and removing surplus soil to a distance n.exc 50m and making good surface, in soft/loose soil.
M&L for Sand filling under floors or in foundations including spreading, levelling, watering and well ramming in layers not exc 25cm.complete all as specified and directed
M & L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering and all as specified and directed..
M&L for hardcore of broken stone or boulder of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc. 15cm thick, watered and rammed to a true surface.
M&L Cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.
M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) as in foundations, filling and mass concrete complete all as spd and directed
M&L for RCC 1:1.5:3 type A1 (20 mm graded stone aggregate) nominal mix as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete as directed.
M & L for reinforced cement concrete (Nominal Mix) PCC 1:1.5:3)(20mm graded stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttress complete all as specified and directed
M & L for reinforced cement concrete (Nominal Mix) PCC 1:1.5:3)(20mm graded stone aggregate) as in columns, pillars, piers, etc complete all as specified and directed.
M&L for RCC (Nominal Mix) PCC 1:1.5:3)(20mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter
M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed.
M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as spd and directed
M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to to sides of pillars, posts, struts, piers, columns, and stanchions.
M&L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending pirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L Mild steel TMT bars 5 mm dia and over as instirrups , cut to length, bent to shape required, including cranking, bending pirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for brickwork with fly ash old size bricks straight or curved on plan to any radius built in CM 1:6 complete all as spd and directed.
M&L for old size brick work with fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 all as specified as directed.
All as per BOQ Item No 24.00 here-in-before but except bricks
M&L Rendering 15 mm thick cement plaster in CM 1:4 on fair faces of brick/concrete surfaces finished fair and even mixed with water proofing compound admixture as per manufacturer's instruction (if ordered), complete all as specified and directed. Note :- WPC will measuered and paid separatly under relevant item of schedule.
Supply only liquid Water proofing compound complete all as spd and directed.
M&L for cement concrete type B-1, 1:2:4 (using 20mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges complete all as specified and directed
M & L for cement concrete type B-0, 1:2:4 (12.5mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges all as specified.
M&L for Forming fair finished drain or channel 55 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc..
Material and labour for steel work in tubular Post/columns including special shaped washer , truss purlins etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade ST-240, complete all as specified and directed.
S & F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates (Fe 410-W (Gde -E-250) quality A complete all as spd and directed.
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment of Gde FE-410 or FE-250, quality A complete all as specified and directed.
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, exc 5cm but n exc 10cm long and dia 12mm complete all as specified and directed.
M&L for preparing of new steel & iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enameled paint over a coat of Red oxide zinc chrome primer zinc chrome complete all as specified and as directed.
M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated of mangalore pattern steel sheet corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified up to anyheight including all necessary scaffolding and safety measures complete all as specified and directed
M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated plain steel sheet as per IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in ridge/ valley/ gutter fixed with self tapping screws as specified any height Mtr height including all necessary scaffolding and safety measures complete all as specified and directed
M&L cement concrete type B-0, 1:2:4 (using 12.5 mm graded stone aggregate) 25 mm thick as in floor for receiving screed bed for floor finishes.
M&L Non Skid coloured ceramic tiles 7 to8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cemeent to match and including over screed bed or bedding layer of mortar 20 mm thick laying floor finished in CM 1:6 complete all as specified and directed.
M & L Glazed ceramic tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match including 10 mm thick cement plaster in CM 1:4 on brick or concrete surfaces complete all as spd and directed.
M&L for machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness M-35 Grade complete all as specified and directed
M&L for re-fixing of machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness M-35 Grade complete all as specified and directed
Supplying and laying in repairs of PVC underground drainage sewer system pipe bearing 160 mm dia SN 4 including jointing with couplar, bend tee as per site requirement complete laid in trenches or floors complete all as specified and directed.
M&L, for preparation of newly plaster suface of any description and applying two coat of cement base paint over one coat of primer, of any colour or any design pattern complete all as specified and directed.
S&F of Tensile clloth for Canopy parking shed made up of soien ferrari fabric 900 gsm having specification as under SPECIFICATIONS OF SOIEN FERRARI FABRIC 900 1. WEIGHT- 900 GM/SQM 2. TENSILE STRENGTH-30/28 DAM 3. ADHESION-10/10 DAM 4. TREATED WITH SECFESH TREATMENT 5. FLAME RETARDANCY M-2/nFP 92-507 TO ISO 9001 , ISO 14001 LIGHT TRANSMISSION 13.50 %
S&F Turbo ventilator SS built with vane thickness 0.9mm with ball bearings, turbine dia 760mm with bottom ring dia 600mm, FRP base plate 2mm thick clear 1.02 mtr wide and 1.65m long matching the profile of existing sheet, weight approx 8.0 Kg complete all as per manufacturer instructions and as directed
Preparation of beds for hedging and shrubbery by excavating 30 cm deep , refilling the excavated earth after breaking clods or of good soil and mixing with Combine equal parts of topsoil, sand, and compost, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete including Grassing with mexican grass lawn including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed In rows 5 cm apart in both directions (cost of soil, compost and grass seed are deem to be included in the quoted rate)
M/S S M ENTERPRISE (BID ID -3351951)
SANJAY KUMAR SUPAN (BID ID -3352463)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .