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| 1 | Excavation over areas not exceeding 1.50 m in depth and getting out in Soft / Loose soil complete all as specified and as directed. |
| 2 | Excavation over areas not exceeding 1.50 m in depth and getting out in Hard / Dense soil complete all as specified and as directed. |
| 3 | Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 4 | Removal of excavated material [Soil] to a distance exc. 250m but not exceeding 500 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 5 | Returning, filling in, of soft/loose soil including spreading leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed . |
| 6 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. |
| 7 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 8 | Material and labour for PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed. |
| 9 | Material and labour for mild steel TMT bars 10mm dia and over, cut to length bent to shape required, including cranking bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed. |
| 10 | Material and labour for Mild steel TMT bars 5mmdia. and over upto and including 10mm dia in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed. |
| 11 | Material and labour for RCC 1:1.5:3, type A1 (using 20mm graded 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 as directed. |
| 12 | Material and labour for RCC 1:1.5:3, type A1 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts concrete complete all as specified and as directed. |
| 13 | Material and labour for RCC 1:1.5:3, type A1 (using 20mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. |
| 14 | Material and labour for use and waste of formwork 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 with rough finished surfaces of concrete, flat complete all as specified and as directed. |
| 15 | Material and labour for use and waste of form work to sides of pillars, posts, struts, piers, piers, columns and stanchions of square, rectangular or polygonal shapewith rough finished surfaces of concretecomplete all as specified and as directed. |
| 16 | Material and labour for use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc with rough finished surfaces of concrete flat complete all as specified and as directed. |
| 17 | Supply only integral water proofing compound (WPC) of best quality (ISI marked) completeall as specified and as directed. |
| 18 | Material and labour forbrick work with sub class `B` bricks, old size,straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and as directed. |
| 19 | Material and labour forbrick work with sub class `B` bricks, old size,straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and as directed. |
| 20 | Materials and labour for 40mm thick PCC 1:2:4, Type B-0, using 12.5 mm graded stone aggregate, applying evenly a coat of blown type bitumen at the rate of 1.50 kg per square metre and blinding with clean dry sand @ 0.05 cu. m. per sq. m including 150 micron thick polythene film laid applying a coat of bitumen primer @ 0.3 to 0.5 Kg per sqm as in Damp Proof Course to vertical or horizontal surfaces including formwork [straight or curved] complete all as specified and directed. |
| 21 | Material and labour for hardcore of broken stone or boulder of gauge n.exc 63mm, deposited, spread and leveled in layers n.exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 22 | Material and labour for 75mm thick, PCC 1:4:8, Type D-2, using 40mm graded aggregate as in sub base etc. surface finished even and rough to receive the topping layer complete all as specified and as directed. |
| 23 | Material and labour for 40 mm thick PCC 1:2:4, Type B-1, using 20mm graded aggregate as in Flooring, surface finished even and smooth without using extra cement complete all as specified and as directed. |
| 24 | Material and labour for Glass dividing strip 3.0 mm thick, 38 mm wide and insert in position to confirm to design complete all as specified and as directed. |
| 25 | Material and labour for 75mm thick, PCC 1:3:6, Type C-1, using 20mm graded aggregate as in Plinth Protection / Flooring etc. surface finished even and smooth with out using extra cement complete all as specified and as directed. |
| 26 | Materials and labour for 10 mm thick rendering on other than fair faces of brick work or concrete surface as on wallin cement mortar (1:6) andfinished the surfaces even and smooth without using extra cementcomplete all as specified and as directed. |
| 27 | Material and labour for 15mm thick rendering in CM (1:4) onbrick work or concrete surface as on wall mixed with integral water proofing compound @ 2% by wt of cement,finished the surface even and fair complete all as specified and directed.(Note:Water proofing compound shall be measured & paid separately) |
| 28 | Material and labour for preparation of newly plastered surface of walls and applying two coats of oil bound distemper over a coat of Alkali Resistant Primer complete all as specified and as directed. |
| 29 | Material and labour for preparation of newly plastered wall surfaces and applying two coats of Cement Based paint over a coat of Alkali Resistant Primer complete all as specified and as directed. |
| 30 | Material and labour for two coats of Synthetic Enamel paint over one coat of Red Oxide / Zinc Chrome Primer on new steel surfaces over 10cm width or girth including preparation of surfaces complete all as specified and as directed. |
| 31 | Supply and fixing 0.50mm thick pre-painted galvalume aluminium Zinc coating GI based corrugated / semi corrugated steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturer instruction complete all as specified and as directed. |
| 32 | Supply and fixing 0.50mm thick pre-painted galvalume aluminium Zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as per manufacturer instruction complete all as specified and as directed. |
| 33 | Supply and fixing 4 mm thick size 595 x 595 mm HPSC (High pressure Steam Cured) pre-primefered self embossed texture designer board E-board classic to be fixed with and including GI powder coated grid / section of size 600 mm x 600 mm with main runner 38 x 24 x 0.90mm thick, cross tee 28.6 x 24 x 0.9 mm and wall angle 19 x 19 x 0.9 mm duly suspended with 2 mm dia GI wire hanger 1200 mm centre to centre both ways fixed with steel dash fasteners or from purlin from the roof with alignment clip including providing provisions for light fixtures of any size complete all as specified and directed. |
| 34 | Supply and fixing steel work in tubular trusses i.e truss bottom, top bend, sides, side supports, holding plates, posts and base plate etc. including special shaped washers etc complete using ERW or induction butt welded tubes conforming to IS 1161-1998 grade St-240 etc complete all as specified and as directed . |
| 35 | Material and labour for mild steel works as in bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and as directed. |
| 36 | Material and labour for Rolling and consolidating formation surfaces in cutting by using power road roller of 8 to 12 ton capacity complete all as specified and as directed. |
| 37 | Material and labour for for Moorum / Red Bajri 100 mm spread thickness, spread, rolled and compacted to gradient and camber required as in road berms complete all as specified and as directed. |
| 38 | Material and labour for 150 mm thick WBM in two layers each of 75 cm thick (compacted thickness) with broken metal of granite, trap or basalt stone of grading 2 (63mm to 40mm) spread, rolled with 8 to 12 tonne power roller and consolidated to required camber and gradient complete all as specified and as directed.(Note: Both the layer shall be measured as one unit for payment purpose.) |
| 39 | Material and labour for 150 mm thick Soling or sub base with broken boulders or quarried stones, interstics filled surfaces formedand rolled with power road roller of 8 to 12 ton capacity and consolidated to gradient and camber required complete all as specified and as directed. |
| 40 | Material and labour for Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all dirt etc. and applying evenly a priming / tack coat with bituminous primer at 10 KG per 10 Sq.m of paving bitumen complete all as specified and as directed. |
| 41 | Material & labour for premix bituminous macadam of coarse aggregate (50 to 20mm),using paving bitumen of VG-30 grade @ 4% by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher, rolled and compacted to required gradient and camber complete all as specified and directed. Note: The premix bitumen will be laid as in levelling course in suknen/ damaged road patches as per site requirement. |
| 42 | Material & Labour for laying Bituminous Premixed Semi Dense Asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG – 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver finisher, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified.Note: Minimum Bitumen content shall be 5.5% as specified here in above. Please note that if the actual quantity of bitumen to be incorporated on approval of Mix–Design is found more than the minimum bitumen content specified above, No price adjustment shall be made for actual bitumen content of Mix–Design. Bitumen shall be Paving Bitumen of Grade VG–30 and shall be procured by the contractor. M/x-Design shall be approved by GE. |
| 43 | Material & Labour for Road Marking Strips, Lines, Dashes, Arrows, Letters etc of 2.5 mm thick [Reflective Type] of approved colour conforming to BS 3262-1989 on roads, pavements and the like not exceeding 10cm wide with Hot Thermo Plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per MoRT & H specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed. |
| 44 | Material and labour for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs,water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary use and waste of formwork complete all as specified and as directed. |
| 45 | Material and labour for 15mm thick rendering in CM (1:4) onbrick work or concrete surface as on wall finished the surface even and fair without using extra cement complete all as specified and directed. |
| 46 | Material and labour for PCC (1:2:4) type B2 (using 40mm graded stone aggregate) as in surface channel and like etccompleteall as specified and as directed. |
| 47 | Material and labour for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channel and like etccompleteall as specified and as directed. |
| 48 | Material and labour for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.completeall as specified and as directed. |
| 49 | Material and labour for add or deduct for each 25 mm girth or part thereof over or under 30cm from item No. 48 above. (For adjustment only) |
| 50 | Supply & Fixing Mild Steel work conforming to Fe - 290, Grade E-165, as in framed work such as Grills, Gratings, Ladders 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, framework of Water Tanks and similar work complete all as specified and as directed. |
| 51 | Material and labour for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed. |
| 52 | Material and labour for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in Cement Mortar 1:6 complete all as specified and directed. |
| 53 | Material and labour for precast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in bonders (for stone walling) and set in cement mortar (1:6) and including necessary forwork etc complete all as specified and as directed. |
| 54 | Material and labour for Hand packing Broken Stone or Boulders [any thickness] at back of walls over arches etc. and raising [or lowering] to the required level complete all as specified and directed. |
| 55 | Supply & fixing 110 mm bore dia PVC (SWR) pipes single socketed, in any length with rubber ring loints, fixed to walls complete all as specified and directed. |
| 56 | Material and labour Extra over stone walling for hammer dressing to rock face stones and dressing of face beds and joints, as specified, of random rubble walling,uncoursed or brought face from straight edge held against the dressed surface not exceeding 20mmcomplete all as specified and directed. |
| 57 | Material and labour for Raised Pointing in Cement Mortar 1:3 to random rubble uncoursed or brought up to coursed masonry complete all as specified and directed. |
