| 1 | 0 | ITEM RATE | BI01010001010000000000000515BI0100001111 | | |
|---|
| 2 | 1 | Designing, Fabrication, Installation, testing & commissioning of control panel cum voltage stabilizer 20KVA capacity for up to 12HP capacity motor at Dugwell no.2 stage Zero.The unit shall be dust and vermin proof fabricated out of 14/16 SWG CR sheet and should be sturdy enough for vibration free operation with suitable Locking/ Sealing arrangement. The structure should be provided suitable entry and exist holes for incoming and outgoing cables. The unit should be given two coats of anti- Rust primer and two coats of enamel paint. It should be equipped with following components/ features: - \nMCCB :- The unit should be fitted with MCCB 100 Amp 25KA to protect the panel in case of any short circuit. \nVOLTMETER:-The unit should be fitted with voltmeter to show the voltage between phase to phase and between phase to neutral. \nAMPER METER:-The unit should be fitted with Amper Meter C.T operated to show the Amper between each phase.\nPHASE INDICATER:- It should be fitted with phase indicator R/Y/B to indicator the phase. \nSTAR- DELTA STARTER:-The unit should be fitted with fully automatic start delta starter, comprising 2No. Contractor 50A (L&T Make) for main and delta supply and 1No contractor 45 Amp (L&T Make) for star operation, I No timer for change over the supply of motor from star to Delta, 2 No push buttons for stop and start operation of motor. 1No thermal relay.THERMAL RELAY:-It is a protective device which should be fitted in the panel to protect the motor from over load and under voltage.\nSINGLE PHASE PREVENTER:-It is also protective Device should be fitted in the panel to protect the motor from single phase and stop the operation of motor in case failure of any phase & made proper phase sequence.\nVOLTAGE STABILIZER :- The unit should be fitted with copper wound voltage stabilizer of 20KVA capacity, 415 volts AC 3phase, 50HZ for upto 25HP capacity motor having voltage range (155-415v+-1%) between phase to phase and (90-220v+-1%) between phase to neutral. The tank of voltage stabilizer shall be provided with first filling of fresh transformer oil.\nTesting and Commissioning of voltage stabilizer cum control panel by making connection to incoming terminals and outgoing terminal of unit. The job includes providing/ Laying/ fitting of suitable PVC copper conductor, cable as per required gauge and site requirement with properly thimbles at the ends. Testing the performance of the panel on no load and on full load. The job includes the cost of all types of material and labour charges. (Complete job in all respect). | BI01010001010000000000000515BI0100001112 | 1 | JOB |
|---|
| 3 | 2 | Pumping out water from Dug well 02 by deploying pump having discharge of 20000 GPH having effecicency 70% for a minimum of 6 hrs per day for 07 days in order to dry the dug well including removal of silt/mulba through manual means | BI01010001010000000000000515BI0100001113 | 1 | JOB |
|---|
| 4 | 3 | Part-A\nConstruction of deep drain and valve pits at Stage-'0' Jhajjar by way of earthwork in excavation for an average depth of 0.40 mtr to 0.50 mtrs with X-section of 0.70 mtr X 2.20/2.90 as the case may be and laying mud mat with 1:4:8 having average thickness 0.10 mtrs along the longitutal and X-sectional sides of the Valve pit with dimenssion 2.70 mtrs X 3.30/8.80 mtrs as the case may be and raising Valves of drain/Valve pits/edge walls 1:3:6 mix plum concrete with 20% boulders including centering, shuttering, strutting and propping with 50mm thick cement concrete flooring in 1:2:4 mix in drain bed, 12mm thick cement plaster in 1:6 motor and on other exposed surfaces of the Valve pit and drains, filling available excaveted earth in sides of trenches, disposal of surplus excavated earth average 100 mtr by head load, suplly of material, carriage all complete. | BI01010001010000000000000515BI0100001114 | 1 | JOB |
|---|
| 5 | 4 | Part-B\nConstruction of drain and stair near pump room and ramp of 80,000 gallon cap. sump tank near dug well no.2 by way of earthwork in excavation by manual means in all kinds of soil @ 60%, Soft Rock @ 20% and Hard Rock @ 20% with mud mat with 1:4:8 having average thickness of 0.10 mtrs with darin walls in plum concrete 1:3:6 mix with 20% boulders with average thickness ranging between 0.20 mtrs to 0.50 mtrs having approxmate length 118 mtrs approx. having stair slab 1:2:4 mix with average thickness 0.15 mtrs, having size 2.10 X 1.50 mtr and soffit having adequate reinforement with 10mm dia tor steel bar having 1:2:4 mix steps, centering, shuttering, stutting and propping with 50mm thick cement concrete flooring in 1:2:4 mix for ramp and drain including 12mm thick cement plaster in 1:6 motor on exposed surfaces and patches of sump tank, filling available excaveted earth in trenches/sides of foundations etc, and disposal of surplus excavated earth, applying POP on plaster surfaces an applying oil bound distamper 02 or more over a coat of primer, all material, carriages all complete. | BI01010001010000000000000515BI0100001115 | 1 | JOB |
|---|
| 6 | 5 | Construction of foundation works for chain link fencing at stage \"0\" Jhajjar by way of earthwork in excavation in trenches of size bearing between 0.70/1.10 mtrs X 0.85/1.40 mtrs inclusive of gated posts laid with cement concrete 1:4:8 mix as mud mat, superimposed cement concret 1:3:6 mix having average thicknes 0.45 mtrs with depth ranging from 1.05 mtrs to 2.20 mtrs in cement concrete 1:3:6 mix with 20% boulders, centering, shuttering, strutting and propping with gated pilleres having RCC in 1:2:4 mix with adequate reinforcement, filing available excaveted earth in trenches/sides of foundation and disposal of excavated earth with average 100mtr lead, finsihing exposed surfaces 12mm thick cement plaster in 1:6 mix cement motor, providing/fabrication and fixing of steel gate including carrage of material, stone, supply all complete. | BI01010001010000000000000515BI0100001116 | 1 | JOB |
|---|
| 7 | 6 | Providing Protection work by way of laying knitted wire mesh crates in 2 layers of size 1.20 mtr X1.20 mtr X 6.00 mtr by way of earthwork in excavation by manual means in trenches in all kind of soil @ 60%, Soft Rock @ 20% and Hard Rock @ 20% with an average depth 1.15 mtr to accommodate 02 crates placed side by side for a length of 8 mtr approx. with 01 such crate placed on top of this botom layer in the center, hand packing of stones in wires crates after filling with larged sized boulder of nominal size 0.20 mtr and above, stitching open ends of the crates with black annealed binding wire to give an even and square shape to each knitted wire crate including supplies of stones of all sizes and filling available excavated earth on the back side of crate including disposal of surplus earth. | BI01010001010000000000000515BI0100001117 | 1 | JOB |
|---|
| 8 | 7 | Construction of Chain link fencing at pumping station and electric tranformer platform at stage-\"0\" Jhajjar by way of steel work in built-up sections including cutting, hoisting, fixing in a posotion and applying a priming coat of steel primer over angle iron posts of size 50mm x 50mm x 6mm for vertical posts and 40mm x 40mm x 6mm for Top and Bottom members embeded in cement concrete blocks with flats of 40 x 6mm fitted with hain link fencing of required width in mesh size 50x50mm outside of G.I wire of dia 4mm and painting steel wire with synthetic enamel paints two or more coats over of priming coat having vertical post @6 ft apart-141 Nos all complete. | BI01010001010000000000000515BI0100001118 | 1 | JOB |
|---|
| 9 | 8 | Renovation of pumproom at stage \"0\" Jhajjar by way of earthwork in excavation by manual means in all kind of soil @ 60%, Soft Rock @ 20% and Hard Rock @ 20% with 1:4:8 mix mud mat in foundations, underfloors and plinth protection having average thickness of 0.10 mtrs below 1:3:6 mix cement concrete in walls, steps, plinth protection etc with 50mm thick DPC in 1:2:4 mix cement concrete and brick work in FPS bricks of class designation 75 in foundation in plinth in cement motor 1:6 with reinforeced cement concrete in suspended floor/roofs laid in 1:2:4 mix with adequate reinforement, centring, shuttering, sttuting and propping including P/F of 1mm thick M.S. Steel shutter and providing/fixing cermic glazed floor tiles on scutting/walls, providing 12mm thick cement plaster in 1:4 mix cement plaster, finsishing walls with water proofing cement paint of approved brand and manufacture and synthetic enamel paint of approved brand and manufacture over a coat of primer over new steel work, filling excavated available earth over the trench surfaces, all materials and carriages all complete. | BI01010001010000000000000515BI0100001119 | 1 | JOB |
|---|
