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| 1 | De-silting of village pond, development of surrounding site and repair to Anganwadi centre of Bhatasar village in Gandapatrapali GP. |
| 2 | Earth work in excavation (work in water or liquid mud, bailing out, pumping out or otherwise removing all water which may accumulate in the excavations) of any kind of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 100 m and lift upto 1.5m, all as directed. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains 0.6m in width, including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | M & L, for sand filling in foundations including watering and consolidation. |
| 5 | M & L for cement concrete (Type-B2, 1:3:6, 40mm graded aggregate) in foundations, including use and waste of form work. |
| 6 | M & L for walling of randam rubble uncoused well bonded, beded and solidly hearted, built in cement mortar 1:4. |
| 7 | M & L for providing cement concrete Type-B1, (1:2:4) 20mm graded aggregate in copings including for use of form work. |
| 8 | M & L for raking out joints and pointing to random rubble or polygonal rubble uncoursed with cement mortar 1:2 including raking or cutting out joints and decayed mortar etc, not less than 12mm deep, washing the joints, removing rubbish off the premises, and keeping the surface to be pointed wet for 2 days prior to re-pointing. |
| 9 | Surface dressing in soft / loose soil not exc. 15 cm deep and levelling and ramming with water to even and fair surfaces. |
| 10 | M & Lfor stone boulder pitching, hand packed tightly and grouted with cement and sand mortar 1:6. |
| 11 | Excavating in trenches(Soft/Loose soil), not exc 1.5 m wide and not exc 1.5 m in depth for foundation. |
| 12 | M & L, for sand filling in foundations including watering and consolidation. |
| 13 | M&L for cement concrete (Type-B2,1:3:6, 40mm graded aggregate) in foundations, including use and waste of form work. |
| 14 | M & L for brick work with fly ash brick built in cement mortar 1:4, straight or curved on plan usingmodular brick. |
| 15 | M & L for rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plate etc. |
| 16 | M & L for pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 17 | S & F for pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering (Ridge piece), fixed with self tapping screws as specified |
| 18 | S & F for 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; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 |
| 19 | Preparation of new steel and iron surfaces and applying two coats of aluminium paint over a coat of primer. |
| 20 | M & L for moorum/red bajri filling in floor laid in layers not exc. 15 cm thick spread levelled amnd rammed including watering to make even and rair surfaces. |
| 21 | M & L for providing cement concrete Type-B1, (1:2:4) 20mm graded aggregate in copings including for use of form work. |
| 22 | M & L for rendering 12mm thick on fair faces of brick work or concrete surfaces with cement mortar 1:4 |
| 23 | M & L for preparation of new plastered wall surfaces and applying two coats of white wash over a coat of chalk whiting. |
| 24 | Excavating in trenches(Soft/Loose soil), not exc 1.5 m wide and not exc 1.5 m in depth for foundation. |
| 25 | M & L, for sand filling in foundations including watering and consolidation. |
| 26 | M&L for cement concrete (Type-B2, 1:3:6, 40mm graded aggregate) in foundations, including use and waste of form work. |
| 27 | M & L for RCC (nominal mix)Type B-1 1:2:4 (20mm graded aggregate) in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilaster and buttresses |
| 28 | M & L 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 0.9mm dia or securing with clips. |
| 29 | M & L for mild steel TMT bars bar 5mm dia and over up to anmd including 10mm dia in stirrups, spacers and binders |
| 30 | M & L for 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. |
| 31 | M & L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter. |
| 32 | M & L for preparation of new plastered wall surfaces and applying two coats of white wash over a coat of chalk whiting. |
| 33 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. |
| 34 | S & F of 75mm dia PVC (SWR) pipe for weep holes. |
| 35 | M & L for providing cement concrete Type-B1, (1:2:4) 20mm graded aggregate in copings including for use of form work. |
| 36 | M & L for rendering 12mm thick on fair faces of brick work or concrete surfaces with cement mortar 1:4 |
| 37 | Cement concrete type B- 2, 1:2:4 (40mm graded aggregate)in floor (Thickness 150mm). |
| 38 | M & L for brick work with fly ash brick built in cement mortar 1:4, straight or curved on plan usingmodular brick. |
| 39 | M & L for preparation of new plastered wall surfaces and applying two coats of white wash over a coat of chalk whiting. |
| 40 | Surface dressing in soft / loose soil not exc. 15 cm deep and levelling and ramming with water to even and fair surfaces. |
| 41 | M & L, for sand filling in foundations including watering and consolidation. |
| 42 | S & F of machine pressed precast concrete (with grey cement and pigment) interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grad. |
| 43 | M & L for providing cement concrete Type-B1, (1:2:4) 20mm graded aggregate in copings including for use of form work. |
| 44 | S & F of chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with screed of or bedding layer of mortar 15mm thickall complete. |
| 45 | Surface dressing in soft / loose soil not exc. 15 cm deep and levelling and ramming with water to even and fair surfaces. |
| 46 | M & L for cement concrete of 50mm thick, type C-2, 1:3:6 (40mm graded aggregate) including use and waste of form work |
| 47 | M & L for, reinforced cement concrete of 150mm thick, type B-2, 1:2:4 (40mm graded aggregate) including use and waste of form work and to divide the area in panels, finishing surfaces of concrete topping even and fair and spike rolling to surfaces or impressions of expanded metal, whilst the conc. is green. |
| 48 | M & L for wire brushing and cleaning top surfaceof tiles, lime terracing or cement concrete, including flashings and junction of parapets, etc., and surface painting, with a layer of blown grade bitumen of any penetration applied hot @ 1.7 kg per sqm and providing APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified. |
| 49 | M & L for cement concrete of 400mm thick, type B-0, 1:2:4 (12.5mm graded aggregate) including use and waste of form work all complete. |
| 50 | M & L for providing cement concrete Type-B1, (1:2:4) 20mm graded aggregate in copings including for use of form work. |
| 51 | M & L for cement concrete of 400mm thick, type B-0, 1:2:4 (12.5mm graded aggregate) including use and waste of form work all complete. |
| 52 | M & L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding,buffing, polishing and making curvature (where ever required) and fitting the same with necessarystainless steel nuts and bolts complete, includingfixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement. |
| 53 | M & L for providing precast cement concrete Type -1, 1:2:4, 20mm graded aggregate) in drain cover slabs and set in cement mortar 1:4 all complete. |
| 54 | M & L for mild steel TMT bars 6 to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoopingfor columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. |
| 55 | S & F of non - skid ceramic coloured tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to matchover screed of or bedding layer of mortar 15mm thick. |
| 56 | M & L for preparation of old plastered or unplastered surfaces and applying two coats of distemper oil emulsion. |
| 57 | M & L for preparation of steel and iron surfaces of any description, over 10cm widthand girth and applying two coats of synthetic enamel paint. |
