Tender For Addition/Alteration To Swts At Afs Hasimara
Tender Value
44 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
13 days left
EMD
88000
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 Addition/Alteration To Swts 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 : ADDN/ALTN TO SWTs 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 | Taking down cement plaster of any description any thickness incl racking out joints hacking for keys scrubbing down with water etc, complete all as specified and directed. |
| 3 | Drilling and fixing injection packers in structural concrete, including drilling holes 12mm diameter at the intervals as per recommendation of engineer in charge. The holes must be cleaned by air blower prior to fixing nozzles. Fix Packer 9.8mm diameter, 10cm long, with high strength steel screw and structured rubber sealing, in cleaned holes. Finally, the packers must be cut by cut of wheel after completion of grouting and sealed with polymer modified cementitious putty / Epoxy adhesive without damaging structural elements, complete all as per specified and directed. |
| 4 | M&L for water-stopping crack injection resin. Semi-flexible, single component, low viscosity, polyurethane, when injected into cracks in concrete, the resin shall form a slightly Semi - flexible and impermeable barrier in both dry and damp conditions. The semi- flexible, low viscosity, polyurethane, crack injection resin system shall have the following properties; cream time of 12 +/- 5 sec depending on temperature at 10% accelerator dosage, rise time of 48 to 55 sec at 25 degree centigarde temperature and 10% accelerator dosage; viscosity of 350 to 450 mPa at 25 degree centigarde, density of 1.08 +/- 0.05; etc, complete all as per specified and directed. |
| 5 | M&L for nozzle grouting to be done with cement slurry admixed with expanding grout admixture mixed @ 225 gm per bag of cement, as per manufacturers instructions, complete all as per specified and directed. |
| 6 | M&L 15mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces finished surfaces even and smooth without using extra cement, complete all as specified and directed. |
| 7 | Supply only liquid water proofing compound conforming to IS: 2645 - 1975 specification, complete all as directed. |
| 8 | Providing and applying two component, liquid-applied, solvent-free, polyurethane waterproofing coating used for long-lasting waterproofing and protection of tanks. It cures by reaction (cross-linking) of both the components having properties of Content: 100%, Elongation at Break (ASTM D 412) : >60%, Adhesion to concrete (ASTM 7234) > 1 Mpa, Hardness (Shore À Scale) (ASTM D 2240) : 70 +/- 5, Resistance to Water Pressure (ASTM D 5385) : No leak upto 70m, Hydrolysis (5% KOH, 7days cycle) (in house Lab) : No significant elastomeric change, Pot life (In house Lab): 30min @ 20 degree centigarde, Tack Free Time (Conditions: 20 degree centigarde, 50% RH) : 6-8 hours, Light Pedestrian Traffic Time(Conditions: 200C, 50% RH) : 24 hours, Final Curing time (ponding test) (Conditions: 20 degree centigarde, 50% RH) : 7 days, Chemical Properties(ASTM D 1308) : Good resistance against acidic and alkali solutions (5%), detergents, seawater and oils. Not suitable for contact with industrial wastes, Service Temperature(in house Lab) : - 30 degree centigarde to + 90 degree centigarde, complete all as per specified and directed. |
| 9 | Taking down 20mm bore steel water tubing and connection from wall /ceiling surfaces including cleaning for re-fixing or removing from site of work, complete all as specified and directed. |
| 10 | S&F galvanised steel water tubing and connection, medium grade, 20mm bore with all fitting, fixed to wall or in ceiling, complete all as specified and directed. |
| 11 | S&F in repairs 20mm bore gun metal, globe or gate valve, ISI marked, with iron wheel head, screwed both ends for iron pipe, complete all as specified and directed. |
| 12 | S&F in repair 20mm bore ball valves high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe or brass and fixed (wight not less than 210 gm), complete all as specified and directed. |
| 13 | Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortal including all quoins, arches, pillars etc. but excluding ashlar facings, dressed stone work and precast concrete acrticles (upto 4th storey), complete all as specified and directed. |
| 14 | M&L for brick work with fly ash bricks old size, straight or curved on plan exc 6 mtr mean radius built in CM (1:6) including demolition of brick work, complete all as specified and directed. |
| 15 | M&L 15mm thick rendering in CM (1:6) other than fair faces of brick work or concrete surfaces finished surfaces even and smooth without using extra cement, complete all as specified and directed. |
| 16 | M&L for PCC (1:2:4) type B1 (using 20mm graded crushed stone aggregate) as in copings, kneelers, boundary pillars, bed plates, anchorage blocks, etc. (of any section indicated), with plain fair faces, including chamfers, weathering, throating etc. and setting in cement mortar (1:6) complete with joints to match, complete all as specified and directed. |
| 17 | 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 required shade (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. |
| 18 | M & L for Providing Dekguard PU - Two component aliphatic polyurethane protective coating for exposed concrete or steel surface after proper surface preparation, cleaning of dust, dirt etc followed by application of 2 coats of alphatic polyurethene at a coverage @ 10 m2/tr/coat to achieve 80 microns DFT, using suitable means. The coating shall have Bond strength to Steel with Nitozine primer (ASTM D4541): >1 MPa, Bond strength to concrete (ASTM D4541) - > 1MPa, Solar Reflectance Index (SRI) - 104, Solar Direct Reflectance >84%, Emissivity >90. The PU coating shall be initially cured in 16 hours at 30 degree centigarde and Final cure with in 5 days at 30 degree centigarde, complete all as specified and directed. |
| 19 | Excavation in trenches not exceeding 1.5 metre wide and not exc 1.5 metre in depth for foundation of pole/stay, or cable trenches etc n. exc. 10 Sqm on plan and getting out in soft/loose soil, complete all as specified and directed. |
| 20 | Removing excavated materials to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 metre above the starting point in any type of soil, complete all as specified and directed. |
| 21 | M&L for hardcore of gauge not exceeding 63mm of broken stone, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and directed. |
| 22 | M&L for 100mm thick PCC (1:3:6) type C- 2 (using 40mm graded crushed stone aggregate) as in floors & pavings, path, hardstanding etc., complete all as specified and directed. |
| 23 | M&L for 100mm thick PCC (1:2:4) type B2 (using 40mm graded crushed stone aggregate as in sub-base, sub floors, pavings, floors etc, complete all as specified and directed. |
| 24 | M&L for forming 12mm thick expansion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound grade 'B', thichness of slab 75mm, complete all as specified and directed. |
| 25 | Dismantling wrought iron or mild steel work of any description not otherwise provided for and removing from site of wok, complete all as specified and as directed. |
| 26 | M&L for mild steel framed work such as grill, gratings etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barrel iron doors, ladders framed balusters, walks railings, frame work of water tanks and similar work conforming to E-165 (Fe-290), complete all as specified and directed. |
| 27 | Bailing and pumping out water from underground static water tanks by providing and operating diesel-driven pump of capacity 5 HP and proper disposal of water, complete all as specified and directed.(Note: Unit quotes rate shall deemed to be included all associated equipments, hiring charge of pump including fuel etc.) |
| 28 | Note: An amount of Rs.24,145.00 on account of Credit Schedule for schedule 'A' part - II shall be deducted from the total amount of BOQ to arrive at the contract sum. 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 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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