IMPROVEMENT TO DRAINS AND PROVISION OF

Amount

Surface excavation not exc 30 cm deep & averaging 15 cm deep and getting out in hard / dense Soil.

Excavation over areas not exc 1.5 m in deep and getting out as in hard / dense Soil.

Excavation over areas exc 1.5 m and not exc 3 m in deep and getting out as in hard / dense Soil.

Excavation over areas exc 3 m and not exc 4.5 m in deep and getting out as in hard / dense Soil.

Excavation in trenches , n exc 1.5m wide and n.exc 1.5m in depth for foundation etc.or for shafts , wells , cesspits, laying of pipes, cables etc as in hard/ dense soil complete all as specified.

M&L Hard core of guage n. exc 63 mm, broken stone or boulders deposited spread and levelled in layers n.exc 15cm thick , watered and well rammed to a true surface complete all as specified and directed.

M&L 75mm thick PCC 1:4:8, type D2 ( 40 mm graded stone aggregate) as in sub base flooring all as specified and directed.

M & L for 100mm thick PCC 1:2:4, type B1 (20mm graded stone aggregate) as in floor including spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed.

Demolition of brick work or stone /boulder masonary built in cement mortar including all quoins arches,pillars etc but excluding ashlar facings,dressed stone work and precast concrete articles complete all as specified and directed.

M & L Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4 all as specified and directed.

Labour only for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4 all as specified and directed.

M & L for pre cast cement concrete block masonry grade 'C1' type 1:3:6, solid blocks exc 10cm in width having minimum compressive strength of 50 kg/sq cm as per IS 2185 (Part I) 2005 and set in cement mortar 1:4 complete all as specified and as directed.

M&LBrick work with sub class 'B' bricks,straight or curved on plan exc 6m mean radius built in cm 1:6 with old size bricks complete all as specified and directed.

M&LBrick work with sub class 'B' bricks,straight or curved on plan exc 6m mean radius built in cm 1:4 with old size bricks complete all as specified and directed.

M & L for 15mm thick rendering in cement mortar 1:4 on fair faces of brick or concrete surfaces, plastered surfaces should be even and smooth with out using extra cement etc all as specified and as directed.

M & L Providing, cement concrete 1:3:6, type C1 (20 mm graded stone aggregate) 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 ad the like including weathering, slightly rounded or chamfered angles and necessary form work complete complete all as specified and directed.

Desilting of existing drains and removal of sludge/ harden soil carefully without disturbing side walls including disposal of surplus soil to a distance exc 1.5 km and not exc 5 km to out side MD land complete all as specified and directed.

M&L for PCC 1:4:8, type D2 (using 40mm graded stone aggregate) in foundation, filling and mass concrete complete all as specified.

M & L for Cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) in surface channel and drains complete all as specified.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soil complete all as specified and directed.

Removing excavated soil material to a distance not exc. 50m and depositing where directed at a level not exc 1.5m above the starting point.

M&L Precast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) for cover Slabs (for man holes, drains etc) setting in cement mortar(1:4) including form work all as specified and directed

S&F TMT bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with Mild Steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.

M & L for TMT bars 6 to 8mm dia,cut to length ,bent to shape required, including cranking bending spirally for hooping for columns hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia for securing with clips complete all as specified and directed.

S & F reinforced concrete pipes of bore 450mm, class NP-2, laid and jointed complete with collers all as specified and directed.

S & F reinforced concrete pipes of bore 300mm, class NP-2, laid and jointed complete with collers all as specified and directed.

S & F Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget 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 all as specified and directed.

Preparing new steel surfaces of any description not otherwise described,over 10cm width or girth and applying two coat of Synthetic enamel paint over one coat of primer to steel surface all as specified and directed.

S & F Compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars Rolled mild steel in Joist, channel, angle, or tee sections,fixed independently, without connecting plates, etc conforming to Fe-410-W(Gde-E-250) quality-B all as specified and directed.

Rolled mild steel in Joist, channel, angle, or tee sections,fixed independently, without connecting plates, etc conforming to Fe-410-W(Gde-E-250) quality-B all as specified and directed.

Removing excavated soil material to a distance exc. 1.5 km and not exc 5 km, and depositing where directed at a level not exc 1.5m above the starting point all as specified and directed.

M & L RCC 1:2:4, type B1 (20 mm graded aggregete) as in slabs supported on walls,beams and columns in floors, roofs and the like complete all as specified and directed.

M & L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) for flat, fair finished surfaces of concrete complete all as specified.

M & L rendering 5mm thick on fair faces of concrete as on ceiling, in cement mortar 1:3, finished even and smooth without using extra cement all as specified and directed.

M&L 75mm thick cement concrete 1:3:6, type C2 (40mm graded stone aggregate) laid in panels as in plinth protection finished even and fair without using extra cement including spike rolling to surfaces when the concrete is green complete all as specified and directed.

M&L 100mm thick cement concrete 1:2:4, type B1 (20mm graded stone aggregate) as in flooring all as specified and directed.

Preparation of newly plastered surfaces and applying two coats of cement base paint on walls incl priming surfaces with cement wash primer complete all as specified and directed.

Supply only liquid water proofing compound all as specified and directed.

Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 4 core UG cable complete all as specified and as directed.

Supply, fabricating, installation, testing and commisioning LT Feeder Pillar Box of size 1.0 x 1.2 x 0.6 m,outdoor type with cubical canopy at top, manufactured by a CPRI approved factory, self supporting structure and compartmentalized type, dust and weather proof, protection IP-53, front and rear operated double door with necessary locking arrangement made of mild steel angle iron frame work with 50 x 50 x 6mm, four legs grouted with PCC 1:2:4, type B1 using 20mm graded stone aggregate, treatment of panel with anticorrosive zinc based primer paint and finally powder coating the panel, after seven tank treatment process both internally and externally. The panel shall be suitable for operation on 415V, 50Hz, 3 phase 4 wire system and shall be complete with suitable capacity 200 Amp copper bus bar with suitable size of PVC insulated copper conductor, thimbles, glands and complete wiring arrangements suitable to equiped complete with earthing terminals all as specified and directed by Engineer-in-Charge and comprising of the following accessories :- (Note: The Contractor Shall submit the drawing with sample of accessories for approval before executing the work.)

INCOMING:-

MCCB 4 pole, 63 Amps, 415 volts, 25 KA rating, thermal magnetic release type - 01 No

RYB LED indicating lamp panel mounted type ( set of three) -01 No

Digital Ammeter with CTs (0-32 Amps) - 01 set

OUTGOING:-

MCCB 415 Volts, 32 Amps, 3 Pole 16 KA rating, fixed thermal magnetic release type - 02 Nos

Fully automatic star and delta starter suitable for 10 HP electric driven Non clog submersible pump set to be mounted in panel comprising of all types of contactors,relay and phase preventer,motor protection relay and phase reversal, ON and OFF switch including provision of metering display for volts and amperes for respective started/motors-02 Nos

M&L for earthing complete with galvanized iron earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground vertically to a depth not less than 2.25 meters deep below ground level with top edge of the earth plate depth not less than 1.5 meters below normal ground level, connected to and including GI strip 32X6mm as earthing lead by means of bolts, nuts, check nuts and washers made of GI and connected to high mast/ LT panel all as shown in elctrical plate No 3 connected to earthing test point, earth dolly including excavation/ earth work in any type of strata, removal of surplus excavated material, GI pipe for watering and funnel, PCC 1:3:6 type C1 chamber with RCC 1:2:4 type B1 in cover slab with GI protection pipe including testing on completion of work all as specified and directed.

Supply and spread dry river sand in trenches for cable cushioning all as specified on both top and bottom of cable including ramming all as specified and directed Note:- For the purpose of payment the punned thickness only measured.

Supply and laid well burnt bricks sub-class 'B' designation 75 for cable protection, brick shall be laid dry flat as width of brick eqals to the length of cable and the gap between adjacent brick shall not exceeded 10 mm, complete all as specified and as directed.

M&L for GI pipe 50 mm dia light grade with all fittings and mild steel clamps, nuts, bolts etc for cable protection laid under road/path/hard standing or fixed with wall/pole etc complete all as specified and directed.

M & L 160mm outer dia high density polyethylene pipes of pressure rating 6kg/sqcm with all fittings such as tees, bends etc laid in trenches including all connection with place in motor complete all as specified and directed.

S & F cast iron sluice valve 150mm dia, PN-1.6 with both ends flanged conforming to the IS-14846 with brass spindle and iron wheel head with both ends flanged including new rubber gasket, bolts and nuts etc complete all as specified and directed.

M&L for construction of valve pit chamber of size 900mmx900mmx1000mm (internal size) with 3.15mm thick MS sheet cover and angle iron 50x50x6mm thick frame embedded in 15cm thick PCC coping with locking arrangement with two coats of synthetic enamel paint over internal and external surfaces over a coats of red oxide primer including necessary excavation removal of surplus soil to a distance not exceeding 50m, returning filling in, PCC 1:3:6 type C2 using 40mm graded stone aggregate, 75mm thick as in foundation, floor brick work (one brick thick) in cement mortars 1:4, PCC 1:3:6 type C1 using 20mm graded stone aggregate as in copping, Plastering in cm 1:4 and 75mm thick hard core below foundation etc comlete all as specified and directed.

Supply, install, testing and commissioning of Non clog horizantal type Submersible Sewage pump sets of capacity 10 HP (7.5 KW), three phase , 415V, 150mm dia pipe for delivery ,head range upto 12m ,discharge 1200 LPM including provision of all suitable accessories for fixing of pump sets complete all as specified and directed.

Note:1. Standard tests certificate for motor has to submitted by the contractor and cost for the same is deemed to included in the quoted rate. 2. Test results like routine test/ Motor performance/ material of construction etc will also be submitted by the contractor after installing the pump sets cost for the same is deemed to included in the quoted rate.

Supply and fix 3 core flat multistranded copper cable 6 aqmm for submersible pump set including necessary connection and testing complete all as specified and as directed.

Supply and fix mild steel pipe 150mm dia for delivery pipe, pipe bend to shape duly fabricated as per site requirement for interconnection between pump set and 150mm dia HDPE pipe complete all as specified and as directed.

Cutting of existing HDPE pipe of outer dia 160mm for insertion for new 'Tee' complete all as specified and as directed.

Demolition of cement concrete (unreinforced) of any description and in any position all as specified and directed.

Taking down cement plaster on brick or stone walls including raking out joints, hacking for key, scrubbing down with water, etc. of any description all as specified and directed.

Removing of concrete and plaster debris to a distance 5 Km and depositing where directed at a level not exc 1.5m above the starting point complete all as specified & directed.

M/s PRATAP VIJAYSINGHRAO DESAI