Tender For Provn Of Parking Sheds At Main Atc Building For Cft And Mrs At Afs Hasimara
Tender Value
43 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
0 days left
EMD
86000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalpaiguri → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Parking Sheds At Main Atc Building For Cft And Mrs At Afs Hasimara
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver4.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority:GE (AF) HASIMARA Name of Work : PROVN OF PARKING SHEDS AT MAIN ATC BUILDING FOR CFT AND MRS AT AFS HASIMARA Contract No: GE/HAS/ /2026-27 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE 'A' (BoQ)(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description of Item Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Excavation over area not exceeding 1.5m deep and getting out in soft/loose soil, complete all as specified and directed. |
| 3 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50m, complete all as specified and directed. |
| 5 | Returning filling in incl spreading, leveling watering and well ramming in layers not exceeding 25cm in soft/loose soil, complete all as specified and directed. |
| 6 | Removing excavated materials to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point in any type of soil, complete all as specified and directed. |
| 7 | Rolling and consolidating formation surfaces in cutting exc. with power roller 8 to 12 tonne, complete all as specified and directed. |
| 8 | M&L for 150mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013, complete all as specified and directed. |
| 9 | M&L for 150mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradien and camber with finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013, complete all as specified and directed. |
| 10 | M&L for providing and laying Dry lean Concrete (DLC) 150mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa. Minimum cement content not less than 140 Kg/Cum, DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc and tolerances to be as per Table 900-1 of MoRTH specifications for road and Bridge work 2013, complete all as specified and directed. |
| 11 | M&L for pavement quality concrete (PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 MPa, aggregate gradation as per Table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 Kg/Cum of cement with and including non-circular virgin synthetic fibre of 12-18mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 MPa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50m width, including curing and tining by Texturing cum Curing Machine, Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC 15-2017, complete all as specified and directed. |
| 12 | M&L for hardcore of gauge not exceeding 63mm using broken stone or boulders, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and directed. (Note : Compacted thickness shall be measured for payment.) |
| 13 | M&L for RCC (1:1.5:3) (nominal mix) type A-1, (using 20mm graded crushed stone aggregate) as in foundation including rafts, footings, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete etc, complete all as specified and directed. |
| 14 | M&L for PCC (1:2:4) type B2 (using 40mm graded crushed stone aggregrate) as in foundation, filing and mass concrete, as in post holes etc, complete all as specified and directed. |
| 15 | M&L for 75mm thick PCC (1:2:4) type B2 (using 40mm graded crushed stone aggregate) as in sub base, floors & pavings etc, complete all , complete all as specified and directed. |
| 16 | M&L for 75mm thick PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as sub- floors, sub base, floors & pavings etc, complete all , complete all as specified and directed. |
| 17 | Use & waste of formwork to sides of concrete foundations, bases of colmns, raft and raft-beams, sides of soffits (if any) of foundation and plinth beams and similar works, vertical or to batter, rough finished surfaces of concrete flat, complete all as specified and directed. |
| 18 | S & F mild steel TMT bars 10mm dia (not lass than Grade Fe-500D), 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 0.9mm dia., or securing with clips, complete all as specified and directed. |
| 19 | All as per item No 17.00 here-in before but 6mm to 8mm dia in stirrups, complete all asspecified and directed. |
| 20 | S&F pre painted galvalume aluminium zinc coating, AZ 150, GI based corrugated steel sheet 0.50mm thick, of any colour, having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws including taking out old unserviceable sheet of any gauge, thickness or pattern, complete all as specified and directed. |
| 21 | S&F pre painted galvalume aluminium zinc coating, AZ 150, GI based plain steel sheet 0.50mm thick, of any colour, having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws including taking out old unserviceable sheet of any gauge, thickness or pattern, complete all as specified and directed. |
| 22 | S&F roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (beam, tee, angle, channel or flat sections) including distance pieces, cleats Fe 290W (Gde E-165), complete all as specified and directed. |
| 23 | S&F mild steel rag or lewis bolts screwed one end with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, exc. 30cm long dia of neck of bolt 20mm, complete all as specified and directed. |
| 24 | M&L for preparation of new steel or iron surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint (1st grade quality) over a coat of red oxide primer, complete all as specified and directed. |
| 25 | M&L for brick work with flyash bricks, modular, straight or curved on plan exc 6 mtr mean radius built in CM (1:6), complete all as specified and directed. |
| 26 | M&L 15mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces of wall, finished even and smooth without using extra cement, complete all as specified anddirected. |
| 27 | M&L for preparation of new plastered surfaces of wall, cornices etc and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of shade pattern deep green/camouflage (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10sqm, complete all as specified and directed. |
| 28 | S&F 0.71mm thick, plain aluminium sheeting, alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed), complete all as specified and directed. |
| 29 | S & F 110mm bore PVC (SWR) pipe, single socketed in any length with rubber ring joints, fixed to walls, complete all as specified and as directed. |
| 30 | S&F 110mm bore, PVC (SWR) bends of any radius, complete all as specified and directed. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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