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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate SingleWindow INR Only INR Select, Excess (+), Less (-) CIL Hide Select GST Registered Bidder under regular scheme GST Registered Bidder under composition scheme GST Unregistered Bidder Select Not Applicable Tender Inviting Authority: Staff Officer (Civil), CWS Tadali, Western Coalfields Limited Name of work: Repairs of roofs of CBM building, MB-1, MB-2, and CWS Store building during monsoon, epoxy flooring at Sub-assembly Shop, and some other minor miscellaneous works in these buildings at Workshop premises of CWS TadaliNIT no.: CWTD-CIV-E-05-2026-27, S. No. 2 . Category of services (To be selected by department) Category of bidder(To be selected by bidder) To be entered by department ITC Available Works Contract Bidder's Status (Mandatory) Rate of GST (in %) Total GST (in ₹) GST to be paid by bidder (in ₹) GST to be paid by WCL (in ₹) Name of the Bidder/ Bidding Firm / Company : Select 18.0 0.0 0.0 0.0 PRICE SCHEDULE(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 # S. No. Item Description(Item no. 2 to 8 are Non-SOR items) Item Code / Make Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Basic rate in figures to be entered by the bidder inRs. 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 excluding GST inRs. P TOTAL AMOUNT With Taxes Total amount in words |
| 2 | SCHEDULE-B (Items from CPWD DSR-2021):Item no. 1.01 to 1.22 |
| 3 | Cleaning of roof sheets & their valley gutters, minor works for leak-proofing, etc. on roofs of MB-1, MB-2, CWS Store, and CBM building. The job includes:(A) Cleaning dead vegetation (such as leaves) and other garbage from roof sheets, their valleys gutters, funnels, mouths of rain-water pipes, etc;(B) Cleaning chokages in rain-water pipes;(C) Leak-proofing joints/ overlaps of sheets & their valley gutters & holes in them, by applying joint sealants, coatings, welding, replacement of washers, etc. as per requirement;(D) Fixing M.S. funnels on mouths of rain-water pipes by cutting holes in G.I. valley gutters & fixing M.S. funnels in them, ensuring that both these joints/ overlaps should be leak-proof;(E) Trimming branches of trees near/ over these buildings; and(F) Other allied jobs.Note:(i) All these jobs are to be carried out by the contractor as per instructions of the department (Engineer-in-charge or his representative(s) as well as the respective Shop Incharge or his/her representative(s));(ii) The contractor is required to deploy 4 skilled workers daily for this job in first shift. The contractor has to deploy such workers which are trained, experienced, and suitable for the job. Providing leaves to the workers is the responsibility of the contractor and the contractor is also required to deploy suitable substitute(s) in case the worker(s) is/are on leave/ absent. In measurement, number of days shall be calculated as total number of manshifts (actual attendance) divided by 4.(iii) Daily attendance shall be maintained at the designated place. Each worker is required to carry an ID card of some government authority (aadhaar card, voter's card, driver's licence, PAN card, etc.).(iv) The contractor's workers shall be equipped with all the safety gear/ accessories required for the job including safety harnesses, helmets, safety shoes, gloves (washable & re-usable), welding screen, face masks (if required) (washable & re-usable), etc. They shall also be equipped with all the tools & equipment required for the jobs in this item, such as tools for cleaning dead vegetation, tools for cleaning chokages, tools for leak-proofing joints & overlaps (including portable welding machine & electric cable), tools for fixing M.S. funnels in G.I. valley gutters, axe (for trimming branches), etc. All these personal safety accessories and tools are to be provided by the contractor to the workers, and there shall be no separate measurement/ payment for them.(v) Other materials/ consumables, such as joint sealants, coatings, welding rods, etc. required for these jobs & M.S. funnels shall be supplied by the contractor (details, quantities, & costs covered separately in item no. 3). Water & electricity shall be made available by WCL without any cost to be charged from the contractor. |
| 4 | Supplying the following materials of quality & brand as approved by the department, and putting them at designated places as per instructions of the department. Full quantities of each item to be supplied at the beginning of the work. |
| 5 | Multipurpose sealant in semi-solid putty form (such as M-seal or equivalent) for sealing, joining, & fixing. |
| 6 | Polyurethane elastomeric sealant (liquid) such as Polydee or equivalent) for leak-proofing of G.I. valley gutters etc. |
| 7 | Fiberglass/ polyester mat for repair of G.I. valley gutters etc. |
| 8 | Suitable welding rods (ISI marked) for welding works required in item no. 2. |
| 9 | M.S. funnels of approved design, of 80 mm nominal dia, 4 mm wall thickness, and 0.5 metre length. |
| 10 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Transparent wired glass panes of nominal thickness 6 mm, with specifications as per IS 5437:1994 (with up-to-date amendments).Note:(i) The places accessible through available ladders & mechanisms in these shops are covered in this item. Front wall of MB-2, rear wall of MB-1, rear wall of CWS Store, & front wall of CBM building, which are not accessible with these available means are not included in this item.(ii) The contractor's workers shall be equipped with all the safety gear/ accessories required for the job including safety harnesses, helmets, safety shoes, gloves (washable & re-usable), face masks (if required) (washable & re-usable), etc. They shall also be equipped with all the tools & equipment required for the work in this item. All these personal safety accessories and tools are to be provided by the contractor to the workers, and there shall be no separate measurement/ payment for them.(iii) Water shall be made available by WCL without any cost to be charged from the contractor. |
| 11 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Transparent wired glass panes of nominal thickness 6 mm, with specifications as per IS 5437:1994 (with up-to-date amendments).Note:(i) Front wall of MB-2, rear wall of MB-1, rear wall of CWS Store, & front wall of CBM building, which are not accessible through available ladders/ mechanisms in these shops, are included in this item.(ii) The contractor is required to provide stable scaffolding of sufficient height with steel mechanical props and stable working platform during execution of work in this item. Alternatively, wherever possible, instead of scaffolding, the contractor may deploy mobile basket crane of sufficient height for execution of work in this item.(iii) The contractor's workers shall be equipped with all the safety gear/ accessories required for the job including safety harnesses, helmets, safety shoes, gloves (washable & re-usable), face masks (if required) (washable & re-usable), etc. They shall also be equipped with all the tools & equipment required for the work in this item. All these personal safety accessories and tools are to be provided by the contractor to the workers, and there shall be no separate measurement/ payment for them.(iv) Water shall be made available by WCL without any cost to be charged from the contractor. |
| 12 | Letter-writing alongwith painting of background (including borders) with synthetic enamel paint 2 or more coats, to give an even shade. Colours/ shades to be as directed by the department. |
| 13 | Painting pictures (artistic painting) alongwith letter-writing (if directed) and painting of background (including borders) with synthetic enamel paint 2 or more coats, to give an even shade. Pictures, writing work, colours/ shades, etc. to be as directed by the department. |
| 14 | Industrial epoxy flooring of shop floor with the following steps, layers, & specifications:(i) Surface preparation: Removing of existing old oily coatings/ uneven particles from concrete floor by using scarifying machines, sanders, scrubbing machines, wire brushes and other mechanical tools. Oil contaminated areas/ oil soaked areas must be de-greased with the help of specialized burning machine till the floor becomes bright white. After burning the floor, all the dust, dirt, & loose particles are to be removed and then it should be washed thoroughly by solvent cleaning/ detergent washing & acid cleaning and finally healthy wash to be given with water. Making the entire area dry with the help of high capacity vacuum cleaner & hot air blower. Levelling the surface with grinding machine. This process must be repeated upto satisfaction of the site/ engineer-in-charge to ensure permissible limit of moisture & oil content.(ii) Repairing of pot holes/ cracks: As per the existing floor, the pot holes & expansion joints are to be filled with the suitable material. The pot holes are to be filled & levelled with pot hole filling compound having ration of 2:1:8 (resin : hardener : aggregate). This is epoxy based material having compressive strength of 935 kg/sqcm and hardness of 85 shore D with working temperature of 30°C minimum. 2 kg required for 1 sqm.(iii) Application of concrete primer: Concrete primer is to be applied to the surface by means of roller/ manually for thickness of 200 microns. Primer should give good medium of bonding to the sub-strata. Primer coat should be allowed to get tack free before application of heavy duty industrial screed. Mixing ratio of primer is 2:1.(iv) Application of heavy duty industrial screed: After confirming that the primer coat has become tack free, application of epoxy screed material is to be started on the floor. The ratio to be 2:1:12 (resin : hardener : aggregate). This should be epoxy based material having compressive strength of 775-875 kg/sqcm & hardness of 85 shore D with working temperature of 30°C minimum. The mixed material is to be applied by means of trowel & spatula as per the specification & then it is to be levelled by using the mechanical floater to get good strength & proper surface finish. This procedure is very important to get the desired properties. The screed is to be kept for curing up to 4-5 hours to get workable strength for next procedure. Total thickness of 7 mm to be achieved.(v) Intermediate coat: The top coat material with some solid additives has to be applied on the cured clean surface of heavy duty industrial screed. Intermediate coat mix proportion to be 2:1:5 (resin : hardener : powder). This method should make the surface free of pinholes and other irregularities like waviness & pin holes etc.(vi) Application of top coat with self levelling compound: Once the floor is ready with screeding & intermediate coat after getting complete cure, dust/ dirt has to be removed from the surface. Once it is ensured that the surface is ready to apply the top coat, the material has to be mixed in the proper proportion & is to be applied properly. The levelling is to be done by spike roller of self levelling compound. During application, movement should be restricted and foreign particle accumulation to be avoided. Once the application is over, it should be kept for 24 hrs for functional cure depending upon the ambient temperature. Flexural strength to be 27.0 MPa. This should give a monolithic seamless floor. It should not allow soaking of oil, water, minerals, any type of liquids, fungal or bacterial growth. Self levelling compound can be applied from 1 mm to 1.2 mm thickness. The floor is to be allowed for 24 hour functional cure. |
| 15 | Total impact of GST for the purpose of CTC 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 Percentage BoQ SCHEDULE - B BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: Staff Officer (Civil), CWS Tadali, Western Coalfields Limited Name of work: Repairs of roofs of CBM building, MB-1, MB-2, and CWS Store building during monsoon, epoxy flooring at Sub-assembly Shop, and some other minor miscellaneous works in these buildings at Workshop premises of CWS TadaliNIT no.: CWTD-CIV-E-05-2026-27, S. No. 2 Name of the Bidder/ Bidding Firm / Company : 0.0 PRICE SCHEDULE(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.) S. No. Item Description (Items from CPWD DSR-2021) Item Code / Make Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC 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 excluding GST inRs. P TOTAL AMOUNT With Taxes Total amount in words |
| 16 | Items from CPWD DSR-2021: |
| 17 | Item code 15.28.1Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet. |
| 18 | Item code 12.47.1Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick corrugated (2.5\\" or 4.2\\" or 6\\") or step-down (2\\" or 3\\" or 6\\" ) as specified. |
| 19 | Item code 12.64.9Providing and fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fxed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping stainless steel screws MA, 60mm long with 3mm EPDM seal washer etc all inclusive of labour, scaffolding,T&P and sundries etc. complete as per direction of Engineer in Charge (Cost of truss/frame work shall be paid separately. 0.91mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75 mm, depth of 19 mm, overall profile width 1250mm,cover width 1150mm. |
| 20 | Item code 12.5.1Providing valleys of 90 cm wide overall in plain G.S. Sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : 1.60 mm thick with zinc coating not less than 350 gm/m². |
| 21 | Item code 15.42.1Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 75 to 80 mm dia pipe. |
| 22 | Item code 12.41.2Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter. |
| 23 | Item code 12.42.5.2Providing and fixing on wall face unplasticised – PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5°. 110 mm bend. |
| 24 | Item code 14.5.1Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 25 | Item code 15.12.2Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area beyond 3 sq. metres. |
| 26 | Item code 15.58Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 27 | Item code 15.7.4Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. |
| 28 | Item code 10.4Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. |
| 29 | Item code 10.6.2Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover. |
| 30 | Item code 10.7Providing and fixing ball bearing for rolling shutters. |
| 31 | Item code 10.8.1Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area. |
| 32 | Item code 10.1Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 33 | Item code 10.25.1Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 34 | Item code 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 35 | Item code 16.47.1Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in- harge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats). |
| 36 | Item code 16.47.2Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in- harge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. Old work (One or more coats). |
| 37 | Item code 13.99.1Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work. |
| 38 | Item code 15.60Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-incharge, beyond 50 m initial lead, for all leads including all lifts involved. Total in Figures 2613206.85 2613206.85 INR Twenty Six Lakh Thirteen Thousand Two Hundred & Six and Paise Eighty Five Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
