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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 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-charge. |
| 3 | 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. |
| 4 | Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-charge. |
| 5 | Excavating over areas,exc 1.5 m but not exc 3.0m deep deep and getting out from soft/loose soil complete all as speciifed and as directed. |
| 6 | Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge. |
| 7 | Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-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 reinforced cement concrete M-25 design mix using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc ; basement slabs, under- reamed piles and mass concrete complete all as specified and directed by Engineer-in -charge. |
| 10 | M&L for providing reinforced cement concrete M-25 design mix, using 20mm graded stone aggregate as in column, pillars, piers, posts and sturts complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in beams , cantilever, bressummer, lintel over 1.5m span and similar work complete all as specified and directed by Engineer-in-Charge |
| 12 | M&L for reinforced cement concrete M-25 design mix, using 20mm graded stone aggregate for slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and other similar works complete all as specified and directed and directed by Engineer-in-Charge. |
| 13 | M&L for use and waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces of concrete flat complete all as specified and directed. |
| 14 | M&L for Square, rectangular or polygonal use and waste of form work to sides pillars, posts, struts, pier, columns and stanchions for rough finished surfaces of concrete complete all as specified and directed. |
| 15 | M&L for use and waste of form work to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge. |
| 16 | M&L for use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work not exceeding 200mm thick (horizontal or sloping), rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge. |
| 17 | S&F mild steel TMT bars 10 mm dia and over 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 0.9 mm dia complete all as specified and directed by Engineer-in-charge. |
| 18 | All as per serial item No 16 here-in-before but 5mm dia and over up to and including 10mm dia as in stirrups, spacers & binder etc complete all as specified and directed. |
| 19 | M&L for 16-18mm thick Dholpur stone cladding gang saw cut with machine cut edges, uniform colour, each stone size exceeding 0.5 sqm area, fixed mechanically with and including one number SS clamps (grade - 202) of flat (30mm X 2mm X150mm long) made to shape in each slab, including preparation of V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment complete all as specified and as directed by Engineer-in-charge. |
| 20 | M&L for 16-18mm thick decorative Dholpur stone slabs, gang saw cut with machine cut edges, designed and shaped as in ornamental arches and fins (tapering from 1000mm to 1500mm wide at one end and 300mm wide at the other), including polishing, rubbing, preparation, structural adhesive fixing to the wall at one end, inter-piece adhesive bonding, and providing all necessary engineered mechanical anchors/supports to secure the hanging drop/cantilevered end complete as specified and directed by Engineer-in-charge. |
| 21 | M&L for precast ornamental double dome made of Dholpur stone, of size 4m x 1.8m x 3.0m height stone designed as approved ,including supply, precasting in specialized forms, fine tooling, polishing, structural anchoring (dowels/cramps), hoisting using mechanical appliances, and final fixing complete all as specified and as directed by Engineer-in-charge. |
| 22 | M&L for precast ornamental double dome made of Dholpur stone of size 1.8m x 1.8mx 3.4m height stone designed as approved ,including supply, precasting in specialized forms, fine tooling, polishing, structural anchoring (dowels/cramps), hoisting using mechanical appliances, and final fixing complete all as specified and as directed by Engineer-in-charge. |
| 23 | M&L for 50mm thick Dholpur Stone Jaali, gang saw cut with machine cut edges (where applicable), designed and size as approved by the Engineer-in-Charge , including all necessary cutting, intricate carving, dressing, polishing, and structural fixing with specialized adhesivecomplete as specified and directed. |
| 24 | M&L for Brick work with flyash old size burnt 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. |
| 25 | 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. |
| 26 | M&L for preparation of new plastered and unplastered surfaces of wall and applying two 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 one coat of primer applied @ 0.9 litre / 10sqm as per manufacturer instruction complete all as specified & directed by Engineer-in-Charge. |
| 27 | 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. |
| 28 | S&F mild steel framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, cooler stand 12mm sq guard bar, framework of water tanks and similar works of quality Fe 290 (Gde E-165) etc complete all as specified and directed by Engineer-in-charge. |
| 29 | M&L for hardcore of broken bricks, gauge exc. 63mm but not exc 100mm, deposited, spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-charge. |
| 30 | S&F factory casted 80mm thick machine pressed precast concrete coloured designer polished (rubber moulded coloured interlocking tiles with glossy finish) interlocking paver blocks of grade M-40 conforming to IS 15658-2006 of shape and size as directed with grey cement and pigment with coloured top casted in an automatic plant working on vibration and simultaneous hydraulic compression from top, laid over & including 25mm thick sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator complete all as specified and directed by Engineer-in-Charge.Note :- Shape & Colour of pver blocks shall be as approved by GE. |
| 31 | 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. |
