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| 1 | COMMON ITEMS FOR JOB \"A\" & \"B\" |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding25 cm complete all as specified and as directed. |
| 3 | Removing excavated materials/soil to a distance n.exc 50m away and depositing where as directed at a level n.exc 1.5m above the starting point, complete all as specified and as directed. |
| 4 | M&L for RCC (Design mix) M-30 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. |
| 5 | M&L for use and waste for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits of foundations and plinth beams; and similar work; vertical or to batter incl fair finished surfaces, complete all as specified and as directed. |
| 6 | M&L for hardcore withbrokenstoneorboulders ofgauge 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 as directed. |
| 7 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. |
| 8 | M&Lfor 80mm thick machine pressed precast concrete interlockingpaverblock,anyshapeandsizeofM-40gradeconforming toIS 15658-2006 with grey cement and pigment complete all as specified and directed. |
| 9 | M&L PCC 1:2:4 type B1 using 20 mm graded stone aggregates as in kerbing all aroundtile complete all as specified and directed. |
| 10 | ITEMS FOR JOB \"A\" ONLY [Note : All cement used for Job \"A\" shall be Sulphate Resistant Cement (SRC) as approved by GE & all Steel used shall be Corrrosion Resistance Steel (CRS) as approved by GE] |
| 11 | Rough excavation in any type of soil not exceeding 1.5 m deep and getting out complete all as specified and as directed. |
| 12 | Rough excavation in hard dense soil exceeding 1.5 m andnot exceeding 3.0 m deep and getting out complete all as specified and as directed. |
| 13 | M&L for Cement concrete type C2 (1:3:6) (using 40 mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified and as directed. |
| 14 | M&L for RCC M-30 (Design mix) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses for water retaining structures complete all as specified and as directed. |
| 15 | 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 for curved rough finished surfaces complete all as specified and as directed. |
| 16 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for curved rough finished surfaces complete all as specified and as directed. |
| 17 | S&F CRS 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 complete all as specified and as directed. |
| 18 | M&L for 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 sqm complete all as specified and as directed. |
| 19 | S&F Polythene film, 300 micron thick, laid on a coat of bitumen primer, @ 0.30 to 0.50 kg per sqm complete all as specified and as directed. |
| 20 | S&F 3 mm thick Water bar, flexible waterstops based on plasticized PVC, cast into the concrete and suitable for construction joints when placed inside the concrete complete all as specified and as directed. |
| 21 | M&L for applying Dichtament® DS2 in the ratio 100 p.b.w. Powder to 26- 30 p.b.w. water, i.e. 6 to 6.5 kg water is needed (as per consistency) per 30kg sack of Dichtament® DS2. The liquid component which is water should be taken in a bucket and the powder component slowly mixed in using mechanical stirrer, until a lump free, homogenous slurry is obtained. The mix can be applied with a trowel, brush or spray. Application at temperature below +50C and on frozen surface should be avoided. Slightly dampen the surface prior to coating. Dichtament® DS2 should be applied in two operations. The thickness of the coatings depends on conditions and requirements of the surface to be protected. A minimum coat thickness of 2 mm. is recommended, when Dichtament® DS2 is directly subjected to water pressure. The coating of Dichtament® DS2 must be cured by clean water to avoid rapid hardening. Protect from direct sunlight and extreme temperatures. Protective or decorative systems like tiles, wood panels etc. may only be applied when Dichtament® DS2 has sufficiently hardened, at least after 7 days complete all as specified and as directed. |
| 22 | M&L for rendering 15 mm thick plaster in CM 1:3 on fair faces of concrete surfaces in two coats mixed with suitable liquid water proofing compound with mix as per manufacturers specification on floor of slab and inside surface of static water tank complete all as specified and as directed. Note: Water proofing compound shall be measured and paid separately. |
| 23 | M&L for rendering 20 mm thick plaster in CM 1:3 on fair faces of concrete surfaces in two coats mixed with suitable liquid water proofing compound with mix as per manufacturers specification on outside wall of static water tank complete all as specified and as directed. Note: Water proofing compound shall be measured and paid separately. |
| 24 | 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; framework of water tanks and similar work con-forming to Fe.290, Gde-E-165 complete all as specified and as directed. |
| 25 | S&F Expanded metal, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 2 mm dia or fixing with galvanised steel staples supplied and fixed to wood or steel members (weight per square metre not greater than 4 Kg per Sqm) complete all as specified and as directed. |
| 26 | Preparation of new previously untreated steel and iron surfaces of any description not other wise described over 10 centimetre width or girth and M&L for applying two coats of anticorrosive paint over & including a coat of red oxide zinc chromium primer complete all as specified and as directed. |
| 27 | M&L for scaling/volumetric marking with synthetic enamel paint on internal surfaces of static water tank including all necessary preparation complete all as specified and directed. |
| 28 | Supply only liquid integral water proofing compound complete all as specified and as directed. |
| 29 | M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregates as in 75mm thick plinth protection/foothpath finished even & smooth using extra cement completeall as secified and directed |
| 30 | S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, of 12 mm dia length of bolt 300mm long complete all as specified and as directed. |
| 31 | Preparing of newly plastered surface on wall and M&L for applying two coats of cement base paint over & including a coat of alkali resistant priming paint complete all as specified and as directed. |
| 32 | Demolition of Brickwork or stone/ boulder masonry, built in cement 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 as directed. |
| 33 | Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and as directed. |
| 34 | Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 35 | Removing building materials etc. to a distance not exc 1.5 km or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and as directed. |
| 36 | Surface excavation n exc 30 cm deep and avg 15 cm deep and getting out in any type of soil complete all as specified and as directed. |
| 37 | M&L PCC 1:4:8, type D-2, 100mm thick using 40mm graded crushed stone aggregates as in sub base complete all as specified and as directed. |
| 38 | ITEMS FOR JOB \"B\" ONLY |
| 39 | S&F premoulded grey cast iron gate of FG-150 confirming to IS ornamental type in cast iron cum mild steel of 8.20 m span, 3.0m to 4.065m in height two leaves and wicket gate in cast iron cum mild steel of 1.5m span, 2.1m heightin single leaf, including necessary welding, pintol hinges, steel ball bearing plates and locking arragement complete all as specified and directed. Notes:- (a) Frame of cast iron gate shall be mild steel pipe frame of size 50mm X 50mm x 4.5mm thick cconforming to grade Fe-410 or Fe-310.(b) RCC pillar/ brick pillar and painting to steel surface including all connected items shall be measured and paid seperately under relevant items. (c) Design as specified and directed by Engr-in-Charge. |
| 40 | S&F Fe 410-W (Gde-E-250) quality-A 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 plates complete all as specified and as directed. |
| 41 | Demolition of cement concrete of any description and any position not otherwise specifically provided for complete all as specified and directed. |
| 42 | Excavatingintrenches, notexc 1.5mwideandnot exc 1.5 min depth;for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in soft/loose soil getting out complete all as specified and as directed. |
| 43 | M&L for plaincementconcrete1:4:8typeD2using40mm graded stoneaggregateasinfoundationfillingandmass concreteincluding necessary form work complete all as specified and as directed. |
| 44 | M&L for RCC (Design mix) M-30 as in Columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 45 | M&L forUse and waste ofFormwork to sides of pillars, posts, struts, piers,columns and stanchions incl fair finished surfaces, all as specified and directed. |
| 46 | M&L for TMT bars 10 mm and above, cut to length, bent to shape required , including cranking , bending , spirally for hooping forcolumns , hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in reinforcement complete all as specified and as directed. |
| 47 | All as per BoQ serial item No.46 above but 5 mm dia and over upto and incl 10 mm dia in stirrus, spaces, and binders complete all as specified and as directed. |
| 48 | M&L for Granite (of any type) work 20mm thick(table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platform, verticle surfaces and any positionover & including cement mortar rending 15 mm thick 1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite incl chamfering and rounding of edges where requiredcomplete all as specified and as directed. |
| 49 | Preparation of new steel/ cast iron surfaces of anydescriptionnot otherwise described, over10 cm widthor girth and M&L for applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.(Note:- Synthetic enamel paint in Golden and black colour for Gate shall be used as directed.) |
| 50 | M&L for pre-cast cement concrete block masonry with solid blocks in 10cm in width in type B1 (1:2:4) and setting in mortar (1:6) complete all as specified and as directed |
| 51 | M&L for rendering 15mm thick on fair faces of brick/concrete surfaces of walls in CM (1:4), finished even and smooth without using extra cement (WPC to bemeasured and paid separately) complete all as specified and directed. |
| 52 | Preparation of new or previously untreated plastered surfaces of wallsand M&L for applying two coats of acrylic antifungal paint exterior grade paint in plain or camouflage pattern over & including one coat of primer complete all as specified and as directed. |
| 53 | M&L for cement concrete in foundation filling and mass concrete Type E2 1:2:4 (using 40mm graded stone aggregates) complete all as specified and as directed. |
| 54 | Surface excavation in any type of soil not exc. 30 cm deep and averaging 15cm deep and getting outincluding site clearance in any type of soil i.e the area coming under cutting and filling shall be cleared of shurbs, vegetation, grass, bush, weed, trees and saplings not exceeding 30 cm girth etc. complete all as specified and as directed. |
| 55 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting outin any type of 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 50 m and making good surface complete all as specified and as directed. |
| 56 | M&L for Steel work in tubular trusses including special shaped washer etc. using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 complete all as specified and as directed. |
| 57 | M&L for Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of any colour as approved having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed. |
| 58 | M&L for cement concrete in foundation filling and mass concrete Type B2 1:2:4 (using 40mm graded stone aggregates) complete all as specified and as directed. |
| 59 | M&L for PCC of type D2, 1:4:8 using (using 40mm graded stone aggregates) as insub base, etc complete all as specified and directed. |
| 60 | Rolling andconsolidating of formation surfacesincutting with0.2to0.5Tonne power roller complete all as specified and directed. |
| 61 | S&F mild steel security chain link fencing 60mm x 60mm with PVC coated mesh made out of 3mm dia MS wire and 1.00mm thick PVC coating throughout fixed to RCC post including binding wire including taking down of existing chain link fencing complete all as specified and as directed. |
| 62 | S&F Mild steel work as in posts and struts in fencing angle including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing with mesh etc) including all necessary drilling bolting or riveting etc and similar work confirming to Fe-290 (Gde-E-165 quality-B complete all as specified and as directed. Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement. Cost of these is deemed to be included in quoted uint rate. |
| 63 | S&F mild steel screw bolts 10mm dia with hexagonal or square heads at one end and screwed at other ends dia of shank 5 to 10 mm and length of bolt exc. 5cm but n.exc 10cm complete all as specified and directed. |
| 64 | S&F mild steel round bars 10mm dia and over, in horizontal support for chain link straining of fencing including cut to length, bent to shape required including cranking, bending spirally for hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-410-W (Gde E-250) complete all as specified and directed. |
