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| 1 | M&L for Bailing out, pumping out or otherwise removing all water with mechanical means from SWT and make it dry complete all as specified and directed by Engr-in-charge. |
| 2 | M&L for cleaning/removing of sludge/soil/silt/humus of static water tank/Ug Sump of any size and depth and make clean and disposing removed sludge at a distance not less than 50 m distance complete all as specified and directed by Engr-in-charge. |
| 3 | Demolition of cement concrete (unreinforced) in ground floor and paving n,exc 15 Cm thickness (below or above ground level) including removal of demolish material ouside of MOD land complete all as directed by Engineer-In-Charge. |
| 4 | 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 on-porous and durable pieces of crushed stone o gravel, fine aggregates of clean natural sand o crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm 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 7.50 m width , including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause - 10 1 14 and Table~ 9 of IRC' 15-2017 |
| 5 | M&L Broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 6 | M&L for 75 mm thick PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in plinth protection, path/hardstanding/sub base etc even and fair complete all as specified and directed |
| 7 | M&L 75mm thick Cement concrete type B-0,1:2:4 (12.5 mm graded aggregate) in mass concrete/ flooring and finished the surface even and smooth without using extra cement complete all as specified and directed.. |
| 8 | M&L for forming construction (Dummy) joint 65 mm deep 10 mm wide, filled with sealing compound grade 'A' complete all as specified and directed.. |
| 9 | M&L Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres complete all as specified and directed. |
| 10 | Dismantling mild steel or wrought iron work in framework,grill,gratings , railing including Jalli etc and similar work complete all as directed |
| 11 | S&F framed work such as grills gratings etc with ends of bars shouldered and / or riveted or forged into spiked framed guard bars barred iron doors ladders framed blasters walksays railings , framework of water tanks, Display Board and similar work conforming to Fe-290 complete all as specified. |
| 12 | S&F Expanded metal/hard drawn steel wire febric of weight exceeding 4 Kg /sqm, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to steel members complete all as specified.and as directed. |
| 13 | Dismantling chain link fencing wire mesh, of any type and size complete all as specified & directed by Engr-in-charge. |
| 14 | Dismantling of posts, struts (wood, steel or RCC) any section including taking out embeded portion in concrete or brick masnory of any position place incl swan neck fencing and making good to disturbed portion all as specified and as directed. |
| 15 | Excavating in post holes (or similar holes) each n. exc 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 25cm, watering, and removing surplus soil to a distance n. exc 50m and making good surface complete all as specified and as directed. |
| 16 | M&L PCC 1:4:8 Type D 2 using 40mm graded stone aggregate as in foundation, filling, mass concrete complete all as specified and as directed. |
| 17 | M&L for mild steel work as in posts or 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 bolting or riveting and spot welding etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 18 | S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other to be fitted with washers and one hexagonal or square nuts, n. exc 5cm long , diameter of neck 5 to 10mm complete all as specified and as directed. |
| 19 | Supply only chain link fencing mild steel galvanised fencing any size and type (size of mesh and dia of wire as directed by Engg-in-charge) all as specified and as directed. |
| 20 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provision of binding wire complete all as specified and as directed. |
| 21 | S&F Mild steel round bars 10mm dia and over as in strengthning bars for chain link fencing conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 22 | S&F in repair Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2 mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc as directed (each line of wire to be measured) complete all as specified & directed by Engr-in-charge. |
| 23 | M&L painting to steel surfaces of any description over 10 cm width or girth including preparation of untreated surface, with two coats of synthetic enamel paint over one coat of red oxide primer all as specified and directed |
| 24 | M&L applying one coat of synthetic enamel paint on old decorated steel surfaces of any description not exc 10 cm width or girth including preparation of surfaces, complete all as specified and directed. |
| 25 | Demolition of brick work or concrete surface built in cement mortar including all quoins, pillars, arches etc. but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and as directed. |
| 26 | M & L for brickwork with subclass `B' bricks (using old size bricks), straight or curved on plan exc 6m mean radius, built in CM 1: 6 all as specified and as directed. |
| 27 | M&L for Providing cement concrete type B-1, 1:2:4 (using 20mm graded stone aggregates) as in copings, bed plates, kerbs etc including weathering, slightly rounded or chamfered angles and throating as directed |
| 28 | Taking down cement or cement lime plaster on brick or stone and concrete Base/wall etc including raking out joints haking for key scrubbing down with water etc in any description all as directed. |
| 29 | M&L for rendering 15mm thick in CM 1:4 using water proofing compound @ 3% by wt of cement on fair faces of brick work or concrete surfaces and finish the surface even and smooth without using extra cement including recron fiber and after plastering two coats of hydrobond complete all as specified and as directed by Engineer-In-Charge. (WPC,Recron fiber and brushbond ultraflex shall be measured and paid separately)NOTE:-work to be carried out upto ht of UG sump /OHT with necessary MS scaffolding including all other safety precautions. |
| 30 | Supply only of integral water proofing compound confirming to IS-2465-1075 all complete and all as specified . |
| 31 | M&L for Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two coat )applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per manufactures instructions, complete all as specified and as directed. |
| 32 | M&L for preparation of old surfaces and applying one coats of Acrylic Smooth exterior paint of required shade : (One coat )applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per manufactures instructions etc complete all as specified and directed by Engr-in-charge. |
| 33 | M&L for brushbond ultraflex to provide of two coats seamless elastometric waterproof membrane for water tigness as per manufacturers instructions etc complete all as specified and directed by Engr-in-charge. |
| 34 | M&L for 100mm thick PCC(1:3:6) type C2 using 40mm graded stone aggregate as in sub base of floor etc complete all as specified and as directed. |
| 35 | M&L for 50 mm thick sand cushioning laid dry to the profile under interlocking block complete all as specified and as directed. |
| 36 | Dismantling floor, hearth or wall tiling including cement mortar bedding and removing rubbish outside the MOD land complete all as specified and as directed |
| 37 | M&L for machine pressed precast concrete interlocking paver block of approved shape and size of 60mm thickness,with minimum compressive strength of 35N/sqmm (M-35 grade) without correction factor for chamfering,made in rubber moulds with 0.50mm thick scratch proof lacquer coating on top surface,with white cement and pigment complete all as specified and directed. |
| 38 | M&L for Chequered cement concrete tiles 25mm thick, area of each tile exceeding 0.05 sqm but not exceeding 0.09 sqm, set jointed and pointed in neat cement slurry with mixture of white cement and pigment in floors, laid over and including screed bed or bedding layer of cement mortar 15mm thick 1:6 complete all as specified & directed |
| 39 | M&L for glazed ceramic coloured tiles 300x450x 7mm thick as in dado with and including 10mm thick rendering for bedding layer in CM 1:4, set and jointed in neat cement slurry and pointed with white cement complete all as specified and as directed. |
| 40 | M&L gunniting to RCC works in column ,beams, slabs, landing, balconies etc by removing loose concrete including plaster cleaning of surfaces with wire brushes and applying epoxy, paint anti corrosive coating of minimum 40-50 microns thick to rusted steel reinforcement after removing/ cleaning all rust by sand/grit blasting and supply and fixing welded steel wire mesh 75mm x 75mm with 3mm dia steel wire as facies/drops and similar works etc and expoxy based or other equivalent suitable bonding against treatment to be carried out on old concrete surface with Sikadur 32 of Sika. Nito bond EP of fosroc or equivalent (as per manufacturers instruction) to bond old and new concrete mixing @ 2% by weight of cement polycrete and providing gunniting with a minimum pressure of 2.5 Kg/sqcm and applying 25mm thick layers of gunniting in cement mortar (1:2) using ordinary port land cement of 43 grade over wherever required complete all as specified. Note:- (i) After placing the additionnal reinforcement all concrete surface shall be throughly scrubbing with brushed washed with water and allow dry and plaster complete all as specified. (ii) Work to be carried out as in patches as directed by Engr-in-charge. (iii) Rate for scaffolding ,15mm thick plaster in CM 1:4 and TMT bars (where applicable) deemed to be included in quoated rate. (iv) preparation of surface and applying two coat of OBD with one coat of primer over 1mm thick wall care putty,deemed to be included in this item. |
| 41 | Deduct Schedule of Credit of ₹ 174700.14 as brought out from serial page No 24 of tender Please Enable Macros to View BoQ information 1. All worn out/unserviceable materials/items which will be obtained from different items of Sch `A’/ BOQ (as mentioned above) during replacement work, shall become contractor’s property and amount of credit shall be recovered from the contractor's RAR & final bill as and when payments are submitted. These materials shall be allowed to be removed from works site only after credit amount for the same is recovered from the contractor’s payment. Items not covered under this Schedule shall become the property of department and the same shall be returned/ deposited by the contractor at MES store yard without any extra cost to department/ government and all materials which are credited to the contractor, shall be recorded in MB 2. The contractor shall have no claim regarding fixation of credit rates in this schedule and no rebate on \\"Schedule of credit\\" rates/ amount shall be accepted. However contractor can offer more credit rates/ amount. 3. The total credit amount may vary as per execution of work above different items involved in this credit schedule. 4. The quantities given in column 4 are provisional and same shall be measured and paid based on actual quantities obtained against relevant items of Schedule ‘A’/ BOQ. These materials shall not be reused/ reincorporated in the work except where specified. 5. The measurements of dismantled materials shall be the gross quantity obtained and not the net quantity considered for payment in schedule. The old and unserviceable materials to be retrieved from taking down/demolition/dismantling etc are considered in schedule of credit. No claim of contractor with regard to quality/position of old materials shall be entertained Srl No Description of item Qty Unit Assessed rate by department Remarks Rate in (Rs) Amount in (Rs) |
| 42 | Old unserviceable RCC/ Steel posts including reinforcement of any size |
| 43 | Old iron scrap |
| 44 | Old unserviceable chain link fencing of any size & description |
| 45 | Old brick bats |
| 46 | Old unserviceable barbed wire of any type / size & description Total amount of credit schedule 174700.14 Signature of contractor AGE (Contracts) For ACCEPTING OFFICER |
