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| 1 | Notes:-(i) 100 percent nonperishable items of the work shall be deposited by the L1 bidder within 30 days after placing of work order.(ii) The critical path network shall be submitted by L1 bidder immediately after the acceptance of tender and approved by GE.(iii) The bidders must ensure to visit the site, check relevant documents and makes of materials required to be incorporated under the subject from concern Engineer-in-Charge.(iv) The unserviceable material obtained under the schedule of credit shall be handed over to the contractor by the Engineer-in-Charge on a proper gate pass.(v) In case of non-availability of any make mentioned under list of Makes, the L1 Bidder shall obtain non-availability / non-manufacturing certificate from the concern OEM / authorised dealers and submitted to Accepting Officer,in such case the L1 bidder may be incorporated makes as approved by HQ CE SWC Jaipur (Group X) in the works after prior approval of Accepting Officer.(vi) L1 Bidder shall produce E-way bill alongwith test certificate from OEM / manufacturer for costly items / major items of amount above Rs 50,000/- along with RAR’s and Final Bill.(vii) L1 Bidder shall be maintained an album containing Photos of all the material brought at site and each stage wise work progress and kept at site. Same shall be deposited in Engineer-in-Charge office after completion of work.(viii) The cost of all the above provisions shall be deemed to be included in the quoted rate of bidder, nothing extra shall be paid to the bidder. |
| 2 | Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge. |
| 3 | Taking down cement plaster or cement lime plaster on stone surface/brick surfaces of walls including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-charge. |
| 4 | Demolition of brick work, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-charge. |
| 5 | Demolition of plain cement concrete in ground floor and pavings not exc 15 cm thick (below or above ground level) of any description complete all as specified and directed by Engineer-in-charge. |
| 6 | Dismantling posts or struts (wood, steel or RCC), any section, including taking out embedded portion and making good disturbed ground, posts embedded in concrete, brick work, masonry, etc complete all as specified and as directed. |
| 7 | Dismantling structural steel workincludingdoor gates but excluding framed trusses etc complete all as specified as directed by Engr- in- charge. |
| 8 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge . |
| 9 | M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, coping, parapets and railing upto 60cm height, copings bed block, roof kerbs or mud stops, kerb stone, kneelers, apex stones, bed plates, surface channels and drains, benching, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L providing precast cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) in window or door cills, lintels, brssumers, steps, quoin blocks (for use with masonary), string courses, copings, kneelers, apex stones, kerb stone, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks and simillar articles with plain faces, corbels, brackets, etc (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc and set in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for TMT bars10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia completeall as specified. |
| 12 | M&L for TMT bars 6mmto 8mm diain reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia completeall as specified. |
| 13 | M & Lfor PCC(1:3:6) type C2 using40mm graded stone aggregate in foundation/filling and mass concrete complete all as specifie and as directed |
| 14 | M&L for pre cast RCC Jali 35mm thick in PCC 1:2:4 type B0using 12.5 mm graded stone aggregate set and jointed in CM 1:4 includingdismantling of old RCC Jali complete all as specified and as directed By Engineer-In-Charge. |
| 15 | M & L for glossy finished designer type chequered cement concrete tiles (Vibrate type) of size 30cm x 30cm x 25mm thick laid in floors, set and jointed in neat cement slurry and pointed with grey cement and pigment to match the shade of tiles over and including 15 mm thick screed bed or bedding layer of cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 16 | M & L for 10-12mm thick vitrified full body exterior grade texured finish heavyduty tiles for parking/porch of size 40cm x 40cm x laid in floors, set and jointed in neat cement slurry and pointed with grey cement and pigment to match the shade of tiles over and including 20 mm thick screed bed or bedding layer of cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.Make :- ENDURA JOHNSON or equivalent tecnocommercial cat part as specified in Appendix \"B\" |
| 17 | M&L for Brick work with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge. |
| 18 | M&L Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, ladders etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixingcomplete confirming to Fe- 290 Gde E complete all as specified and as directed. |
| 19 | S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and 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 drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. |
| 20 | S&F mild steel round bars 10mm dia, cut to length, bent to shape as in tie bar fixed to chain link fencing including necessary welding where required as per site requirement & other similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-charge. |
| 21 | S&F MS screw bolt 11 to 15mm dia, length of bolt not exceeding 50mm long machine made with hexagonal or square head at one end and screwed the other or serewed both ends, each screwed end fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge. |
| 22 | Supply only mild steel galvanized chain link fencing any mesh and any size complete all as specified and directed by Engineer-in-charge.Note:- (i) Flat iron, round bars, nut bolts and washer shall be measured and paid for separately. (ii)The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by GE. |
| 23 | Fixing only mild steel galvanized chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed by Engineer-in-charge.Note :- Supply only chain link fencing shall be measured and paid for separately under replace items of BOQ. |
| 24 | S&F galvanized 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm 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 galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-charge.Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment. |
| 25 | M&L for 100 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed. |
| 26 | M&L for 50mm thick PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in floor, top surface finished fair & even including spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and as directed. Note :- PCC shall be laid in alternate bays in panels of size not exc 2m x 1m and joints shall be filled with bitumen mastic (1:3). Quoted rate shall deemed inclusive for same. |
| 27 | Dismantling fencing wire mesh, any type complete all as specified and as directed |
| 28 | M&L for welding in repairs n. exc 2.5cm in length and thicknes of metal to be welded exc 6mm but not exc 9mm complete all as specified and as directed |
| 29 | S&F factory casted 60mm thick precast concrete rubberised interlocking paving blocks glossy finish M-35 having compressive strength not less than 350 Kg / Sqcm using grey cement andpigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid dry over and including 25mm thick layer of local tibba sand cushining over complete all as specified and directed by Engineer-in-Charge. |
| 30 | M&L for 15mm thick rendering in cement mortar (1:4) on fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge. |
| 31 | M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge. |
| 32 | M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint over a coat of cement base primer and filling cement based putty in cracks complete all as specified and directed by Engineer-in-charge. |
| 33 | M&L for complete removal of existing treatment from old plastered surfaces like lime, distemper, plastic paint, cement base paint including scrapping down smoke soot, moulds, moss, efflorscent salts, trading oil, greasy spots using mechanical grinding machine and washing of old surface with water of wall, preparation of surfaces and applying two coats of cement base paint of approved shade/tint over a coat of cement base primer and filling cement based putty in cracks complete all as specified & directed by Engineer-in-Charge. |
| 34 | M&L RCC pipe 200 mm bore in class NP-2 laid and jointed complete with collars complete all as specified & directed |
| 35 | M&L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed of RCC 200mm bore pipe incl packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed |
| 36 | M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade \"B\" complete all as specified and directed by Engineer-in-charge. |
