Tube well Scheme at Chabuan

Demolishing cement concrete manually/ by mechanically means including disposal of material within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 mtr, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposite layers by ramming, watering, etc and disposing of surplus excavated soil as directed within the lead of 50 mtr, complete in all respect and to the entire satisfaction of engineer-in-charge.

In bed within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

In sides within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Foundation, footings bases of columns etc. for mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Arches, domes, vaults upto 6 m span.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.

Lintels, beams, plinth beams, girders, bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Suspended floors, roofs, landings, balconies and access platforms, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Columns, Pillars, Piers, Abutments, Posts and struts, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Edges of slab and break in floor and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centering , shuttering in All work up to plinth level, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In Bed complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In Sides complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In beams, suspended floors, roofs having slope upto 15 degree landing , balconies, shelves, chajjas, lintel , bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level , excluding the cost of centeringb , shuttering , finishing and reinforcemen with 1:1.5:3 ( 1 cement : 1.5 coarse sand:3 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:1:2 (1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete in and excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:1:2 (1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttress pilasters and thire caps basis and string courses etc. upto floor two level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Cement concrete flooring 1:2:4(1 cement :2 coarse sand :4 graded stone aggregates) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying Damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement :2 sand:4 graded stone aggregates 10 mm nominal size) and curing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement:6 corease sand 12 aggregate stone 20 mm) upto plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Brick work with common burnt clay F.P.S (non modular) Bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shape and size in Cement mortar 1:6(1 cement:6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Half brick masonry with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement :4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

6 mm cement of plaster mix 1:3 ( 1 cement :3 fine sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Boulder filling under floor or behind retaining walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square meter on damp proof course after cleaning the surface with bruses and finally with apiece of cloth lightly soaked in kerosene oil complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded, by angle iron 35x35x5 mm or 35x5mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer , complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing 1 mm thick M.S sheet slidng shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling, dressing &finishing the top smooth, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing M.S. fan clamp type 1 of 16mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop, all as per standard design, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing M.S round or square bar with M.S flat at required spacing in wooden frames of windows and clerestory windows ( M.S Grill )complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing 40x5 mm flat iron hold fast40 cm. Long including fixing to frame with 10 diameter bolts , nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement:3 coarse sand:6 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F ISI Marked oxidised M.S sliding door bolts with nuts and screw etc. Size ( 250x16 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

P/F ISI Marked oxidised M.S tower bolt black finish (barrel type ) with neccessary screw etc. Size (250x10 mm ) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

125 mm Dia

150 mm Dia

100 mm dia, PN-1.0 (Wt- 44.30 Kg/cm²)

150 mm dia, PN-1.0 (Wt- 71.30 Kg)

125 mm dia, PN-1.0 (wt-56.30 Kg)

Providing and fixing CI Non return Valve of 150 mm dia & (PN-1.0, 10.2 Kg/cm²) class of Leader / Kartar / Kirloskar make with MS Flange of Table 5 as per IS 6392-1971 WT-83.00 Kg & welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 150 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

125 mm (Flange table 5)

150 mm (Flange table 5)

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type-A, including Jointing with seal ringconfirming to IS:5382, leaving 10 mm gap for thermal expainsion (i) single sockedted pipes 110 mm dia U-PVC pipes, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticied Rigid PVC rain water pipes conforming to IS:13592 Type-A, including Jointing with seal ringconfirming to IS:5382, leaving 10 mm gap for thermal expainsion bend 87.5 degree 110 mm dia bend, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticied Rigid PVC rain water pipes conforming to IS:13592 Type-A, including Jointing with seal ringconfirming to IS:5382, leaving 10 mm gap for thermal expainsion (i) single pushfit coupler pipes 110 mm dia, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing on wall face unplasticised PVC pipe clips of approved design to unplasticied PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. 110 mm dia, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing ISI marked oxidised M.S. handles 125 mm conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

White Washing with limeto give an even shade: New Work (three or more coats), complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Finishing walls with water proofing cement paint required shade New Work ( Two or more coats applied @ 3.84 kg./10 sqm), complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

110 mm dia HDPE pipe (PN 6.0, PE 100)

125 mm dia HDPE pipe (PN 6.0, PE 100)

140 mm dia HDPE pipe (PN 6.0, PE 100)

160 mm dia HDPE pipe (PN 6.0, PE 100)

For distribution system with 110 mm dia

For distribution system with 125 mm dia

For distribution system with 140 mm dia

For distribution system with 160 mm dia

Providing and fixing HDPE Air Release Valve of 25 mm Dia. With G.I Socket of 25 mm Dia. Tee & GI Nipple of 25 mm Dia in Distribution System including Jointing & fitting, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Supply Erection commisioning & testing of Submersible pumping set of recommended make such as mather and set of KSB/ Calama/ SU/Johnson/ Crompton make comprising to latest relevant BIS Code the pump should be fitted with bronze impeller of suitable alloys as per IS :8034-1976 Latest suitable for clear water having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for soft coupled to a submersible squirrel cage electric induction motor ( water proof type )of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with up to date amendments totally dust and water proof for submersible duty isolated from pump b intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical load with minimum wear and pear it should also be fitted with a device to take up expansion of water with the heating of motor including with all required Accessories including wires etc. up to all leads and lifts complete as per the directions of engineer in-charge accessories required (Discharge Required 14.00 LPS & Total Head 79.36 mtr.) .

Providing and Fixing M-Power Module, L&T make for mobile controller vide cat no. GSM 03010000 of reputed make confirming to standard with upto date with supply 160-500 v . AC-50 hz single phase/three phase wire including cabling computed to delivery results complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and Fixing capacitor -15 Kvr with mobile set including sims with message pack complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Restoration charges for road crossing as per HPPWD Norms for metalled unttarred road complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.