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| 1 | Excavation in trenches , not exceeding 1.5 m wide and not exceeding 1.5 m in depthfor founddationetc and getting out in soft/loose soil complete all as specified and as directed. |
| 2 | Demolition of cement concrete in ground floor and pavings not exceeding 15 cm thickness below or aboveground level complete all as specified andas directed. |
| 3 | Demolition of reinforced cement concrete any descriptionand in any position not otherwise specifcally provided for complete all as specified and as directed. |
| 4 | Returning, filling in, including spreading levelling watering and well ramming in layers not exceeding 25 cmas in soft/loose soil complete all as specified and as directed. |
| 5 | M&L cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundationof manhole, drain, path, hardstanding and mass concerete complete all as specified and as directed. |
| 6 | M&L for brickwork with sub class \"B\" bricks, straightor curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and as directed. |
| 7 | M&L15 mm thick renderingin cement mortar1:4 onbrick work or concretesurfaces of walls mixed with water proofing compound as per manufacturer\"s instruction,surface finished even and smooth complete all as specified and directed.Note:- Water proofing compund shall be measured and paid seperately. |
| 8 | Supply only water proofing compound complete all as specified and as directed. |
| 9 | Removing excavated soilto a distance exceeding 50 manddepositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed |
| 10 | M&L cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in coping, benching, bed block, cills, filling holes in wall like including weathering and slightly rounded or chamfered angle and throating as required includingnecessary use and waste form work mixed with water proofing compound as per manufacturer\"s instruction complete all specified and directed. Note:- Water proofing compund shall be measured and paid seperately. |
| 11 | M&L Pre-cast cement concrete 1:2:4type B-1 using 20mm graded stoneaggregate as in manhole cover slabs set in cement mortar 1:6 including necessaryuse andwaste of formwork complete all as specified and as directed. |
| 12 | M&L Mild steel TMT bar 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for column hooking end and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clip complete all as specified and as directed. |
| 13 | S&F 150 mm borereinforced concretedrain pipes class NP2, laid in jointedin cement mortar 1:1 complete with collars Including testingcomplete all as specified and as directed. |
| 14 | S&F 200 mm borereinforced concretedrain pipes class NP2, laid in jointed in cement mortar 1:1 complete with collars Including testingcomplete all as specified and as directed. |
| 15 | M&L Concrete bed to150mm bore drain pipe including packing under & haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 using 40mm gradedstone aggregate complete all as specified and as directed.. |
| 16 | M&L Concrete bed to 200mm bore drain pipe including packing under & haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 using 40mm gradedstone aggregate complete all as specified and as directed.. |
| 17 | Construction of soak well 2.4mdiaand 4.5 m effective depthcomplete all as specified and shown on drawingswith the following brief specification:-(a) Excavation in any type of soil including returning filling and removal upto 50 mtr(b) PCC 1:3:6 type C-1 using 40 mm graded stone aggregate in foundation(c) Wall of solid and honey comb in M-25design mix concrete including intercepting chamber ,screen chamber and RCC cover slab(d)Brick work with sewer bricks in cement mortar 1:4(e)RR Masonry in cement mortar 1:4(f)Filling with bricks bats(g)All other details as shown onthe drawings No TD-576 sheet 1/2 & 2/2 dated16.06.89 |
| 18 | M&L cement concrete 1:2:4 type B-1using 20mm graded stone aggregate as in kerb stone in sides of inerlocking tiles including slightly rounded or chamfered angles and throatingand similar other works complete all as specified and as directed. |
| 19 | M&L 25mm thick cement concrete 1:2:4type B-0 using12.5mm gradedstone aggregate as in sub base of floor complete all as specified and as directed. |
| 20 | M&L 25 mm thick sand filling under floor or in foundation including watering and consolidation complete all as specified and as directed.. |
| 21 | M&L 60 mm thick , M-35 graderubber mouldedglossy finished machine pressedpre-cast interlocking paver block any shape and sizeconforming to IS 15658-2006with grey cement and pigment complete all as specified and as directed. |
| 22 | M&LChequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry with grey cement and pigment as in floors over and including 15mm thick screed bed in cement mortar 1:6complete all as specified and as directed. |
| 23 | S&F8 mm thick non skid coloured ceramictiles, exterior grade, heavy dutyof size300mmx300mmin floor, set and jointed in neat cement slurry and pointed in white orcoloured cement to match the shadeover and including 15mm thick cement screed bed in cement mortar 1:4 complete all as specified and as directed. |
| 24 | Taking down cement plaster on brick or stone walls etcincluding raking out joints, hacking for key, scrubbing down with water complete all as specified and as directed. |
| 25 | M&Lapplying two coats of cement base paint of approved shade over one coat of white cement primer including preperationofnewly plastered surface of wall complete all as spcified and as directed. |
| 26 | Dismantiling of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings dressed stone work and precast concrete articles complete all as specified and as directed. |
| 27 | M&L extra for forming fair finished of drain channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped endscomplete all as specified and as directed. |
| 28 | M&Lpacking pea gravel 5 to 8 mm size and natural shape brought direct from river bank/bed and packing around casing pipe to entire depth upto ground levelcomplete all as specified andas directed. |
| 29 | M&L for washing the bore with compressed air for well development(pressure not less than 250 PSI & 400 cubic feet per minute capacity) to improve porosity till clear water is achived and taking out all the sedimentation silt deposited at a distanceexceeding50 m complete all as specified and as directed. |
| 30 | M&L for Trial bore of 160 mm dia pilot bore through any kind of soil strata including hard stone/boulder etc complete all as specifed and as directed. |
| 31 | M&L for drilling reaming vertical bore up to 500-550 mm in any type of strata for 160 mm dia PVC pipe including all works pertaining to boring complete all as specified and as directed. |
| 32 | Supply and assembly for lowering, jointing and fixing in position bore hole drilled of 160 mm outer dia PVC pipe grade 10 Kg/cm2 ) ISI marked, with well cap with socket on the top of each bore and well plug at the bottom of bore complete all as specified and directed. |
| 33 | Supply and assembly for lowering, jointing and fixing in position bore hole drilled of 160mm outer dia PVC pipe, (Grade 10 Kg/cm2 ), ISI marked duly slotted/ribbed with slot size 1.5mmX 76 mmt on the top of each bore complete all as specified and as directed. |
| 34 | Supply and assembly for lowering, jointing and fixing in position of 160mm nominal dia PVC bail plug, IS! marked complete all as specified and as directed. |
| 35 | Construction of Modular type RWH structurehaving capacity of 4.32 cum by using infiltration modules of size 800mm x 800mm x 360 mm and side wall with infiltration modules of size 800mm x 800mm x 25 mm including excavation in bitumen/ earth concrete roads surface to a size of 1200 mmx 1200mm x 3000mm and providing base plate, Geo textile 400mm-200 micron. Coarse filter media 20mm thickness, FRP of 700mm X 700 mm (clear opening 600mm X 600 mm)grating cover with frame- Medium duty-30MT), carting away etc complete including removing excavated material fromout side of MoD land as directed with the following specifcation:-(a) Eco Block-Rainwater infitration Module confirming to BBA/IS standards with maximum loading rate of 60 tonne/sqm having size: 800mm x 800mm x 360mm (storage coeffcient 96%) - 05 Nos(b) Sidewall for the infiltration module BBA/IS standards. End platehaving size 800mm x 360mm x 25mm (storage coeffcient 96%) - 20 Nos (c)Base plate for mounting modules confirming to BBA/IS standardshaving size 800mm x 800mm X40 mm - 01 No(d) Geo Textile - 400 Gsm, 200 Microns, white /gray colour confirmring to Australian/ indian standards (IS 16391 2015 or equivalent- 2 Nos(e) S&F FRP of 700mm X 700 mm (clear opening 600mm X 600 mm), grating cover with frame- Medium duty -30MT Eco Bloc Logo embossed) - 01 No(f) Earth workin any kinds of soils invarying depths including dismantiling any masonary or roots met with in foundation and shoring with planks and bailing water if necessary iincluding clearing and leveling the site etc having length1200 mmxwidth 1200mm x depth 3000 mm(g) Fine filter media- Machine crushed-20 mm size (Quantity =2.26 Cum )(h) Placing of cast-situ / precast Silt catch pit of inner dimension 600mm X 600mm X 600 mm Including cement concrete 14.8 type D-2 using 40 mm graded stone aggregate , 120mm wall thick RCC including 10 mm dia reinforcement and necessary use and waste of form work complete |
| 36 | M&L for Shifting of transformer ofrating up to 315 KVAmounted on plinth/plateform from existing location to new location including removing and reconnections of HT/LT side, jumper / cable connection, control cable connection oftransformers and all connected items including testing and commissioningcomplete all as specified and as directed.Note:- Rate quoted isinclusive of necessary crane / vehicle and manpower for shifting and installation of the transformer. |
