PROVN OF COLUMN PIPE OF SEWAGE WELL AND CONNECTED ITEMS IN SECTOR A B AND C PROVN OF 100 X DESERT COOLERS AND PROVN OF NEW PIPE LINE FOR UNINTERRUPTED WATER SUPPLY AND PROVN OF LED FLOOD LIGHT FOR STORAGE SECURITY UNDER GE UTILITY AMBALA CANTT

Amount

Desilting/ cleaning of sewage well of depth 10 Mtr and 9 Mtr dia taking out sludge in the form of solid manually and getting out and removal to a distance exceeding 250 mtr but not exc 500 Mtr and burried the same in low laying area as directed by Engineer-in-Charge

Taking out Non Clog submersible sewage pumping set from sewage well depth 10 mtr and 9 mtr dia (after and including dewatering of sewage well) of 20 HP capacity by lifting and dismantling assesing i.e old and rusted ductofoot bend, auto coupling and PCC foundation & installing of new motor of same capacity (motor will be issued by the depertment) making connections and testing complete all as specified & directed by Engineer -in-charge Note : (a) Dewatering of sewage well shall be included in the quoted rate of items. (b) 20 HP Motor will be issued under Sch 'B' free for fixing.

Taking out Non Clog submersible sewage pumping set from sewage well depth 10 mtr and 9 mtr dia (after and including dewatering of sewage well) of 30 HP capacity by lifting and dismantling assesing i.e old and rusted ductofoot bend, auto coupling and PCC foundation & installing of new motor of same capacity (motor will be issued by the depertment) making connections and testing complete all as specified & directed by Engineer -in -charge Note : (a) Dewatering of sewage well shall be included in the quoted rate of items. (b) 30 HP non clog Subermisible Pump set will be issued under Sch 'B' free for fixing.

M & L PCC foundation of size 75cmx75cmx20cm with PCC 1:2:4 Type B-1 (using 20mm graded crushed stone aggregate) including 8 mm thick frame base plate of size 40cm x 40cm suitable for 20 to 30 HP Non clog submersible pump including self drill bolt of size 150 mm long and 15mm dia of shank fullly threaded 04 Nos made of stanless stell complete all as specified & directed by Engineer-in-charge. Note : The platform shall be constructed in sewage well of approximate 10 Mtr deep including dewatering if required and the contractor shall quote rate keeping in view the depth of sewage well and dewatering.

supply and fixing auto coupling of size 150 mm dia from sewage well of size depth 10 Mtr and 9 Mtr dia

supply and fixing auto coupling of size 250 mm dia from sewage well of size depth 10 Mtr and 9 Mtr dia

Supply and fixing duck foot bend of size 150 mm dia from Sewage Well of size depth 10 Mtr and 9 mtr dia

Supply and fixing duck foot bend of size 250 mm dia from Sewage Well of size depth 10 Mtr and 9 mtr dia

S & F CI column pipe both end flanged ISI marked of size 150 mm dia class A from sewage well of size depth 10 Mtr and 9 mtr dia including lowering down the new column pipe complete all as specified & directed by Engineer-in-Charge

S & F CI column pipe both end flanged ISI marked of size 250 mm dia from sewage well of size depth 10 Mtr and 9 Mtr dia class A including lowering down the new column pipe complete all as specified & directed by Engineer-in-Charge

Supply and fix CI fitting for such as bends (any type radius and angle) tapers any type (staight, bends, increasing, decreasing or double branch, cross collers, caps and plugs upto 250 mm bore complete all as directed by Engineer in charge

S & F of sluice valve 150 mm dia ISI marked complete all as specified & directed by Engineer in Charge

S & F of sluice valve 250 mm dia ISI marked complete all as specified & directed by Engineer in Charge

S & F of Non return valve 150 mm dia ISI marked complete all as specified & directed by Engineer-in-charge

S & F of Non return valve 250 mm dia ISI marked complete all as specified & directed by Engineer in Charge

S&F in replacement Rubber gasket 150 mm dia ISI marked complete all as specified & directed by Engineer-in-charge

Description all as per Ser item No 16 here in before but 250 mm dia ISI marked complete all as specified & directed by Engineer-in-charge

Supply & Fix PVC insulated 1100 Volte grade copper conductor cable 25 Sqmm, 3 core flat submersible cable ISI marked including copper thimbles as required complete all as specified and directed by Engr-in-Charge.

Supply & installation of desert coolers having nominal air flow capacity 4000 cum per hour of size 660 *X660 X 825 mm made out of PGI sheet not less than 0.90mm thick for fixed parts and not less than 0.70mm thick for front grills as approved..The desert coolers having copper wounded fan motor 480mm sweep ,1400RPM, 230 Volt , 50 HZ with submersible water pump 18/20 watt for required flow of water including having three speed regulator (high / medium/ low) with and including provision of two coats of synthetic enamel anticorrosive oven dried paint over a coat of red oxcide primer all necessary parts for proper functioning of desert coolers complete all as specified and directed.

M & L mild steel angle iron frame of any size and shape for proven of desert cooler stands including necessary cutting welding 7 grouting in walls complete all as specified and directed.

M & L point wiring for 3 pin socket outlet 15 Amp independent with 2.5 sqmm copper cable with and including PVC conduit 15 mm dia. Complete all as dierected by Engineer-in-Charge.

S & F socket outlet 5/15 Amp flush type. Complete all as dierected by Engineer-in-Charge.

S & F switch piano type single pole one way 15 Amp. Complete all as dierected by Engineer-in-Charge.

M & L Provision of two coats of synthatic enamel paint over a coat of red oxide primer including preparation of new steel surfaces of Cooler stands any size. Complete all as dierected by Engineer-in-Charge.

Excavation in trenches not exc 1.50 mtr wide not exc 1.50 mtr deep in soft/loose soil for laying of pipe line and getting out complete all as specified and directed by Engineer-in-Charge.

Returning filling in, including spreading leveling, watering and well ramming in layers not exc 25 cm each complete all as specified and directed by Engineer-in-Charge.

Removal of excavated soil surplus to a distance n. exc. 50 mtr and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge.

Supply, laying & testing in trenches GI Pipe medium grade 50 mm dia ISI marked with all fittings complete all as specified.

All as per Ser Item No 28 here in before but of 25 mm bore.

All as per Ser Item No 28 here in before but of 20 mm bore.

Supply and fixing gun metal gate valve ISI marked with iron wheel screwed down high pressure screwed both ends for iron pipe of size 50 mm bore including fixing nipple, union or fitting as per site requirement complete all as specified and directed by Engineer-in-Charge.

Description all as per Item no 31 here in before but 25 mm bore

Description all as per Item no 31 here in before but 20 mm bore

Surface excavation n. exc. 30 cm deep and averging 15 cm deep and getting out in soft/loose soil all as specified and directed by Engineer-in-Charge.

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

M & L 75 mm thick PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in path or against cutting of road etc including form work complete all as specified and directed by Engineer-in-Charge.

Cutting cast/ductile iron pipes in postion for insertion of new tees, branches of pipe size 150 mm dia and inserting tee of 150x150x80 mm including nipple 80 mm dia x 150 mm long and reducer socket of sie 80x50 mm complete all as specified and directed by Engineer-in-Charge.

M & L for brick masonary valve pit of internal size 450x450x450 mm with one brick thick wall with 3 mm thick MS sheet cover on, 35x35x6 mm angle iron frame welded diagonally on angle iron to hold the frame and locking arrangements and provision of two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces, earht work and PCC in foundation (1:3:6) Type C2 using 40 mm graded stone aggregete 150 mm thick, PCC in coping rewrite again as per DCS top (1:2:4) Type B1 using thick and two coat of white wash on exposed surfaces of external wall above ground level including demolition of old unserviceable existing valve pit complete all as specified and directed by Engineer-in-Charge.

M & L sand cushioning for cable protection with river washed sand to cover as per SSR Part -I complete all as specified and as directed

Supply, laying connecting and testing XLPE cable PVC Insulated screened PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 4 core complete all as specified and as directed.

M&L steel swaged poles complete with cast iron base plate, finial taperplug, bolts, nuts and screws as specified type 410 SP-55(11 mtr long) and including marking alternate 5 nos black & white strip 30 cm height with two coats of synthetic enamel paint over a coat of primer including preparation of new surfaces all as specified .

M&L providing plain cement concrete type D-2 , 1:4:8 (using 40mm graded crushed stone aggregate) in foundation filling and mass concrete all as directed.

M&L providing plain cement concrete type C-1, 1:3:6 (using 20 mm grade crushed stone aggregate) as in coping, finished even and fair, including necessary from work all as directed at site.

Material & labour circular lantern arrangement made out of MS tubes not less than 40 mm dia bent to shape and fixed to pole with necessary clamps nuts & bolts for fixing of four flood lights all as specified and as directed.

LED Flood Lights 200 Watts with silicon gasket for IP 66 (No glue ) protection fixed on existing poles with nuts and bolts, LED flood lights made up of pressure die cast aluminium (LM6 Alloy) housing with toughned glass and high power LEDs and secondary lenses with IP 66 protection . Brand logo of make embossed,Polycarbonate/toughen glass cover having IK08 protection.High power ceramic base LED with individual peanut lenses>110lm/W, PF>0.95,thd<10% at full load,CRI>70,external SPD suitable of 15 hits of more than 10KA rating i.e total of 45 hits across all the models as per IEEE 62.41.2 and as per IEC60698 & bolted inside the luminaire panel.Avg life class 50000 Hrs@L70,metal Body fully potted encapsulated (isolated) driver Set Phase to phase protection at 440V upto 8 hrs & > 300V auto cut and restart feature.Luminaire & Driver shall be of same Make to avoid any distrust & service issue later including dismantling of existing security lights from poles complete all as specified and directed by Engineer-in-Charge.

Material & labour earthing complete with galvanized steel earth electrode plate of size 60cmx60cmx6mm thick buried directly in ground/earth pit not less than 2.25 mtr deep below normal ground level and top edge of earth electrode not less than 1.5 mtr below normal ground level and connected with GI earth strip of size 25x4mm by means of nut, bolts, washers etc to eqpt/machinery all as shown in electric plate No 3 of SSR Pt I including PCC (1:3:6) pit, pit cover 50mm thick RCC 1:2:4 type B-1 using 8mm tor steel bars @10cm C/C both ways, 40mm bore medium grade GI protection pipe, watering pipe 20mm bore medium grade, funnel, wire mesh, also including earth work, common salt, charcoal dust complete all as specified and as directed by Engineer-in-Charge.

Supplying, installing, testing & commissioning outdoor type LTcubical panel board outer shell made out of 3.15 mm thick MS sheet and inner shell made out of 2 mm thick MS sheet and MS angle section 40x40x5 mm mounted on PCC 1:2:4 type B-1 platform 60 cm above and 45 cm below the ground level, frame factory fabricated with front openable single door system ( door hinged with body at 3 places with body and hinges should be welded with body and door) lockable/open able by Keys having chromium plated 19 mm dia fancy lock with additional pad lock, “U” type gasket shall be used to make the outer shell completely vermin proof suitable for 3 phase 4 wire 415 Volt, 50 Hz, tested at factory approved from CPRI for factory fabricated having modern fabrication and testing process followed by powder coat painting having thickness not less than 100 microns provided with suitable gasket to make it dust/vermin proof, TPN aluminum bus bar 100 Amps insulated with colour coded heat shrinkable and shall be mounted on suitable size ‘F’ class insulators, marking connection with aluminum strip conductor of and general construction to IS-8623 of and control circuit for the power tool motor. complete all as specified and as directed.comprising of the following:- (a) MCCB 40 Amps, 16 KA 4 pole 415 Volts AC, adjustable thermal setting, Conforms to IEC 60947 -II ics =100% icu incoming)-01 Nos. (b) MCB 16 Amps, 10 KA 4 pole 415 Volts AC, FP, adjustable (Outgoing), -02 Nos. (c) RYB indication LED type, 22.5mm dia, 230 volts protected with MCB SP 2 Amp showing 3 phase supply -03 Nos (d) Misc items like screws, cable tie, copper cable 1.5/2.5 Sqmm, cabe lugs, sleeves etc complete Note:- (i) The quoted rate shall includes minor items such as lugs, nuts & bolts, washers, top insulators, sleeves, provision of extra holes in bus bar etc. (ii) All internal wiring shall be done with suitable size of PVC insulated solid copper conductor FRLS cable conforming to IS-694. (iii) Panel drawing shall be got approved before placing of order from Engr-in-Charge/GE.

Supply and fixing or passing through pipe/Pole, 1100 volts grade heavy duty , PVC insulated round 4 core 2.5 sqmm copper cable including electrical connection complete all as specified and directed by Engr-in-Charge.

Material and labour GI tubing 40 mm bore light grade, on poles,on walls, under floors, road crossing, as reqd at site complete all as directed by Engr-in Charge. Note: Clamps, Nut bolts, saddle etc will be measured and paid separately.

Note :- Amount of credit of Rs. 0.00 for retrieved materials is mentioned in Schedule of Credit mentioned in tender documents in pdf form which will be deducted offline while acceptance of tender.

SAI ENGINEERING CO

u and v engineers and consultants