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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 CrAccepted-AOC FLAT NO 401 TULSANI HEIGHTS 4TH FLOOR GREEN PARK SOCIETY AKURDI GURUDWARA TO WALHEKAR WADI ROAD CHINCHWAD PUNE 411033 | PUNE | MAHARASHTRA | 411033 | ₹11.2 Cr | L1 | Accepted-AOC Lowest |
| 2 | L2₹11.4 CrRejected-Finance 5 KEDAR APARTMENTS 484 60 PARVATI MITRAMANDAL COLONY PARATI PUNE 411 009 | PUNE | PUNE | MAHARASHTRA | 411009 | ₹11.4 Cr | L2 | Rejected-Finance Not lowest |
| 3 | L3₹12.0 CrRejected-Finance 223 3 E B 1 MALTI TOWER TARABAI PARK KOLHAPUR 416 003 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416003 | ₹12.0 Cr | L3 | Rejected-Finance Not lowest |
| 4 | L4₹12.3 CrRejected-Finance BHAPKAR PATIL PLOT NO 24 GURHSHIP HOUSING SOCIETY SATBHAL MALA DEHIGATE AHMEDNAGAR 414001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | ₹12.3 Cr | L4 | Rejected-Finance Not lowest |
| 5 | L5₹12.8 CrRejected-Finance NOT SPECIFIED | ₹12.8 Cr | L5 | Rejected-Finance Not lowest |
| Sl No | Description | Qty | Unit | United Sales Corporation L5 | M/s S. R. Constructions L4 | Hariom Projects Pvt Ltd L6 | D R CONSTRUCTION L3 | Mehta Construction Co. L2 | SHAILENDRA B TULSANI L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Lump sum price worked out by the Contractor for “BUILDINGS AND STRUCTURES" as listed in Schedule ‘A’ Part - I representing ________________ % ____________________ percent Above / Below the lump sum price of `7,80,87,000.00 inserted by the MES in Schedule ‘A’ Part - I | 1 | LUMPSUM | 7,75,00,000 ₹7.8 Cr | 7,70,00,000 ₹7.7 Cr | 7,92,00,000 ₹7.9 Cr | 6,90,00,000 ₹6.9 Cr | 7,10,59,170 ₹7.1 Cr | 7,41,82,650 ₹7.4 Cr |
| 2.00 | Lump sum price worked out by the Contractor for “INTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part - II representing ________________ % _________________________ percent Above / Below the lump sum price of `62,765.35 inserted by the MES in Schedule ‘A’ Part - II | 1 | LUMPSUM | 75,000 ₹75,000 | 80,000 ₹80,000 | 70,000 ₹70,000 | 68,000 ₹68,000 | 57,116.47 ₹57,116.47 | 56,488.5 ₹56,488.50 |
| 3.00 | Lump sum price worked out by the Contractor for “INTERNAL ELECTRIFICATION” as listed in Schedule ‘A’ Part - III representing __________ % ____________ percent Above / Below the lump sum price of `13,46,948.00 inserted by the MES in Schedule ‘A’ Part - III | 1 | LUMPSUM | 13,46,948 ₹13.5 L | 15,00,000 ₹15 L | 14,00,000 ₹14 L | 14,94,405 ₹14.9 L | 14,68,173.32 ₹14.7 L | 12,12,253.2 ₹12.1 L |
| 4.00 | Lump sum price worked out by the Contractor for “EXCAVATION AND EARTHWORK & SITE CLEARANCE AND AREA DEVELOPMENT” as listed in Schedule ‘A’ Part - IV representing ____________ % __________________ percent Above / Below the lump sum price of ₹1,01,64,641.10 inserted by the MES in Schedule ‘A’ Part - IV | 1 | LUMPSUM | 1,01,64,641.1 ₹1.0 Cr | 95,00,000 ₹95 L | 1,25,00,000 ₹1.3 Cr | 1,09,53,784 ₹1.1 Cr | 74,20,188 ₹74.2 L | 76,23,480.82 ₹76.2 L |
| 5.00 | Lump sum price worked out by the Contractor for “SEWAGE DISPOSAL” as listed in Schedule ‘A’ Part - V representing _____________ % ___________________ percent Above / Below the lump sum price of ₹94,256.55 inserted by the MES in Schedule ‘A’ Part - V | 1 | LUMPSUM | 94,256.55 ₹94,256.55 | 1,00,000 ₹1 L | 1,00,000 ₹1 L | 1,56,000 ₹1.6 L | 1,02,739.64 ₹1.0 L | 75,405.24 ₹75,405.24 |
| 6.00 | Lump sum price worked out by the Contractor for “AREA DRAINAGE” as listed in Schedule ‘A’ Part - VI representing ___________ % ___________________ percent Above / Below the lump sum price of ₹12,45,490.40 inserted by the MES in Schedule ‘A’ Part - VI | 1 | LUMPSUM | 12,45,490.4 ₹12.5 L | 13,00,000 ₹13 L | 15,00,000 ₹15 L | 16,72,746 ₹16.7 L | 6,85,019.72 ₹6.9 L | 10,08,846.9 ₹10.1 L |
| 7.00 | Lump sum price worked out by the Contractor for “FENCING / COMPOUND WALL / GATE” as listed in Schedule ‘A’ Part - VII representing ____________ % ____________________________ percent Above / Below the lump sum price of `11,37,002.43 inserted by the MES in Schedule ‘A’ Part - VII | 1 | LUMPSUM | 11,37,002.43 ₹11.4 L | 12,00,000 ₹12 L | 15,00,000 ₹15 L | 11,48,137 ₹11.5 L | 8,30,011.77 ₹8.3 L | 9,89,192.11 ₹9.9 L |
| 8.00 | Lump sum price worked out by the Contractor for “ROADS / PATH / CULVERT / HARDSTANDING” as listed in Schedule ‘A’ Part - VIII representing __________ % __________________________ percent Above / Below the lump sum price of ₹46,46,333.14 inserted by the MES in Schedule ‘A’ Part - VIII | 1 | LUMPSUM | 50,00,000 ₹50 L | 45,00,000 ₹45 L | 50,00,000 ₹50 L | 32,50,000 ₹32.5 L | 38,09,993.17 ₹38.1 L | 36,24,193.74 ₹36.2 L |
| 9.00 | Lump sum price worked out by the Contractor for “TRENCH FOR CABLE” as listed in Schedule ‘A’ Part - IX representing __________ % __________________________ percent Above / Below the lump sum price of ₹9,09,538.45 inserted by the MES in Schedule ‘A’ Part - IX | 1 | LUMPSUM | 9,09,538.45 ₹9.1 L | 12,00,000 ₹12 L | 11,00,000 ₹11 L | 10,78,624 ₹10.8 L | 7,45,821.53 ₹7.5 L | 7,73,107.68 ₹7.7 L |
| 10.00 | Lump sum price worked out by the Contractor for “EXTERNAL WATER SUPPLY” as listed in Schedule ‘A’ Part - X representing _________% ___________________ percent Above / Below the lump sum price of ₹85,027.60 inserted by the MES in Schedule ‘A’ Part - X | 1 | LUMPSUM | 1,00,000 ₹1 L | 1,00,000 ₹1 L | 1,00,000 ₹1 L | 1,05,750 ₹1.1 L | 92,680.08 ₹92,680.08 | 78,224.84 ₹78,224.84 |
Updated dates
Tender Value
₹13.0 Cr
EMD Value
₹9.7 L
Closing Date
19 Dec 2025, 6:00 pmClosed
CHIEF ENGINEER RND SECUNDERABAD
CHIEF ENGINEER RND SECUNDERABAD PICKET OPP JUBILEE BUS STATION SECUNDERABAD 500003
CONSTRUCTION OF STATIC ROCKET TEST CENTRE SRTC AT ARDE UNDER GE I RnD PASHAN PUNE
2025_MES_733099_1
81400
Open Tender
Civil Works
450 days
Pashan
Class S Category a(i)
8 documents required · 8 mandatory
₹3,000
GE I RND Pashan Pune
₹9.7 L
Yes
12 Feb 2026
27 Sept 2025
22 Dec 2025
27 Sept 2025
19 Dec 2025
5 Dec 2025
Amount
Lump sum price worked out by the Contractor for “BUILDINGS AND STRUCTURES" as listed in Schedule ‘A’ Part - I representing ________________ % ____________________ percent Above / Below the lump sum price of `7,80,87,000.00 inserted by the MES in Schedule ‘A’ Part - I
Lump sum price worked out by the Contractor for “INTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part - II representing ________________ % _________________________ percent Above / Below the lump sum price of `62,765.35 inserted by the MES in Schedule ‘A’ Part - II
Lump sum price worked out by the Contractor for “INTERNAL ELECTRIFICATION” as listed in Schedule ‘A’ Part - III representing __________ % ____________ percent Above / Below the lump sum price of `13,46,948.00 inserted by the MES in Schedule ‘A’ Part - III
Lump sum price worked out by the Contractor for “EXCAVATION AND EARTHWORK & SITE CLEARANCE AND AREA DEVELOPMENT” as listed in Schedule ‘A’ Part - IV representing ____________ % __________________ percent Above / Below the lump sum price of ₹1,01,64,641.10 inserted by the MES in Schedule ‘A’ Part - IV
Lump sum price worked out by the Contractor for “SEWAGE DISPOSAL” as listed in Schedule ‘A’ Part - V representing _____________ % ___________________ percent Above / Below the lump sum price of ₹94,256.55 inserted by the MES in Schedule ‘A’ Part - V
Lump sum price worked out by the Contractor for “AREA DRAINAGE” as listed in Schedule ‘A’ Part - VI representing ___________ % ___________________ percent Above / Below the lump sum price of ₹12,45,490.40 inserted by the MES in Schedule ‘A’ Part - VI
Lump sum price worked out by the Contractor for “FENCING / COMPOUND WALL / GATE” as listed in Schedule ‘A’ Part - VII representing ____________ % ____________________________ percent Above / Below the lump sum price of `11,37,002.43 inserted by the MES in Schedule ‘A’ Part - VII
Lump sum price worked out by the Contractor for “ROADS / PATH / CULVERT / HARDSTANDING” as listed in Schedule ‘A’ Part - VIII representing __________ % __________________________ percent Above / Below the lump sum price of ₹46,46,333.14 inserted by the MES in Schedule ‘A’ Part - VIII
Lump sum price worked out by the Contractor for “TRENCH FOR CABLE” as listed in Schedule ‘A’ Part - IX representing __________ % __________________________ percent Above / Below the lump sum price of ₹9,09,538.45 inserted by the MES in Schedule ‘A’ Part - IX
Lump sum price worked out by the Contractor for “EXTERNAL WATER SUPPLY” as listed in Schedule ‘A’ Part - X representing _________% ___________________ percent Above / Below the lump sum price of ₹85,027.60 inserted by the MES in Schedule ‘A’ Part - X
Lump sum price worked out by the Contractor for “EXTERNAL ELECTRIFICATION” as listed in Schedule ‘A’ Part - XI representing _________% ___________________ percent Above / Below the lump sum price of ₹42,612.00 inserted by the MES in Schedule ‘A’ Part - XI
Lump sum price worked out by the Contractor for “FIRE FIGHTING SYSTEM” as listed in Schedule ‘A’ Part - XII representing _________% ___________________ percent Above / Below the lump sum price of ₹16,69,666.70 inserted by the MES in Schedule ‘A’ Part - XII
Schedule 'A' Part - XIII This Schedule is not prepriced by MES and the prepriced rate indicated in Col - 5 as ₹0.00 indicates this fact only. The tenderer is required to quote their rates in Column 6. This Schedule constitutes Sl. Item Nos. 14.00 to 98.00.
Providing and laying non-pressure NP2 class (light duty) 150 mm dia R.C.C. pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints complete all as specified and directed.
Providing and laying non-pressure NP2 class (light duty) 200 mm dia R.C.C. pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints complete all as specified and directed.
Finishing with Deluxe Multi surface paint system to Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coats applied @ 0.90 ltr/10 sqm of approved brand and manufacture and as per manufacturers specifications complete all as specified and directed.
Providing and laying in position cement concrete of specified grade 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) including the cost of centering and shuttering, all work up to plinth level complete all as specified and directed.
Suppy and fix glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long complete all as specified and directed.
Suppy and fix Pillar taps 15mm bore dia of pipe, fancy type, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and directed.
Suppy and fix chromium plated urinal spreader any colour for 15 mm nominal bore of approved quality conforming to IS standards complete all as specified and directed.
Suppy and fixing MCCB, 4 pole, 63 Amps, 10 KA breaking capacity thermal magnetic, including spreader terminals complete with connections, testing and commissioning etc., complete all as specified and directed.
Supply and fix chromium plated two way bib cock complete all as specified and directed.
Material and labour for earthing with galvanised steel earth plate electrode 600 x 600 x 6 mm thick buried directly in ground earth pit not less than 2.25 m deep below ground level with top edge of the plate not less than 1.5 m below normal ground level connected to galvanised earth lead strip 32 x 6 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 5 of SSR Part I connected to earthing test point 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 camber with RCC 1:2:4 type B1 in cover slab GI funnel with GI watering pipe 20mm dia medium grade, wire mesh, protection pipe 20mm dia GI pipe light grade for earth lead upto 7.50 m long complete all as specified and directed.
Material and labour for earthing with copper earth plate electrode 600 x 600 x 3 mm thick buried directly in ground earth pit not less than 2.25 m deep below ground level with top edge of the plate not less than 1.5 m below normal ground level connected to copper earth lead strip 25 x 5 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 5 of SSR Part I connected to earthing test point 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 camber with RCC 1:2:4 type B1 in cover slab GI funnel with GI watering pipe 20mm dia med grade, wire mesh, protection pipe 20mm dia GI pipe light grade for earth lead upto 7.50 m long complete all as specified and directed.
Material and labour for flush pointing on stone work with cement mortar 1:3 complete all as specified and directed.
Supplying, laying & spreading including compact of good earth (soil) complete all as specified and directed.
Providing and laying 25 x 5mm copper strip on surface or in recess for connections as required complete all as specified and directed.
Supplying & installing, 100mm width x 50mm depth x 1.6mm thickness size of perforated hot dipped galvanised iron cable tray (galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenent sections, joined with connectors, suspended from the ceiling with GI suspenders or fixed on walls including bolts & nuts as required complete all as specified and directed.
Providing and applying, two coats of fire retardant paint on cleaned new steel surface including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant complete all as specified and directed.
Material and labour for flush pointing on stone work with cement mortar 1:3 complete all as specified and directed.
Supply and fix basic all purpose surface and wall mounted LED batten fitting, 20 Watt, 4 feet with aluminum housing & integrated electronic driver including prewired and with twin core twisted flexible copper cable fixing to ceiling rose of suitable size complete all as specified and directed.
Supply and fix elegantly designed sleek surface mounted pressure die-cast aluminium luminaire 12 Watt in powder coated white finish in round profile with optimized heat sink for efficient heat dissipation and independent electronic LED driver complete all as specified and directed.
Supply and fix new generation energy saving and environmental friendly long life LED building security light, 35 Watts made up of pressure die cast aluminium housing with high efficiency LED as lighting source and lens embedded PC cover having bottom opening seperate driver compartment with IP66 protection and impact resistance of IK08 complete all as specified and directed.
Supply and fix security light bracket made out of GI pipe 32 mm dia 'light grade', 1.5 Mtr long for fixing of building secuirity light, bent to shape, drilled, welded, alongwith nut, bolt, washer, strip and clamps for holding security light & bracket on wall complete all as specified and directed.
Supply and fix heavy duty exhaust fan, metal body, 300 mm sweep, 1400 RPM, 230V, AC with blades, frame and louvers, single phase IP 55 & ISI marked with provision of hallow cutting in wall suitable for exhaust fan complete all as specified and directed.
Supply and fix Loadline Distribution Board, 12 way, vertical, fitted with bus bars, neutral links, blanking plates, double door, surface / recess mounting, 415V, dust protected, duly powder painted (without MCCB & MCBs) as required complete all as specified and directed.
Supply and fix copper plate 150 x 150 x 3mm thick with 01 No. round soild copper bar 20 mm dia & 150 mm long brazed or threaded & fixed in the centre of the plate for manual electrostatic discharge & fixed on existing wall at height of 1.5 m complete all as specified and directed.
Supply and fix indicator for Electro Static Discharge (ESD) earthing made out of 300 x 300 x 3 mm MS sheet fixed on and including 25 x 25 x 3 mm angle iron post with PCC 1:2:4 type B1 foundation block and painting exposed surface with two coats of synthetic enamel paint over coat of red oxide primer and writing letters for indication of ESD earthing complete all as specified and directed.
Material and labour for cement concrete 1:2:4 type B2 using 20mm graded stone aggregate as in coping including necessary form work and finishing complete all as specified and directed.
Construction of Soakage well including all fittings and fixtures complete all as specified and as shown on drawings.
Construction of septic tank (brick masonry) for 50 users including all fittings and fixtures complete all as specified and as shown on drawings.
Material and labour for taping from existing CI/DI/GI pipe line 50mm dia including insertion of tee and necessary cutting, threading and connection to 50mm GI pipe line including tee joints of size 50mm complete all as specified and directed.
Material and labour for cutting to roads / plinth for removal / laying of pipe and making good the disturbed surfaces of 450 mm length x 100 mm depth as per existing adjoining surfaces complete all as specified and directed.
Supply, layinging, testing & commissioning of XLPE LT underground cable of cross-sectional area 3.5 core x 400 Sq mm, insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, complete all as specified and directed.
Supply, layinging, testing & commissioning of XLPE LT underground cable of cross-sectional area 3.5 core x 240 Sq mm, insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, complete all as specified and directed.
Supply, layinging, testing & commissioning of XLPE LT underground cable of cross-sectional area 3.5 core x 185 Sq mm, insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, complete all as specified and directed.
Supply, layinging, testing & commissioning of XLPE LT underground cable of cross-sectional area 3.5 core x 95 Sq mm, insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, complete all as specified and directed.
a) Incomer: MCCB 4 Pole 400 Amps with fixed thermal & fixed magnetic, 50 KA - 01 No. b) Outgoing: (i) MCCB fixed thermal & fixed magnetic, 3 pole, 160 Amps, 36 KA breaking capacity - 02 Nos. (ii) MCCB fixed thermal & fixed magnetic, 3 pole, 63 Amps, 18 KA breaking capacity - 03 Nos. (iii) Door mounted extended rotary handle and spreader terminals for all MCCBs incoming and outgoing. (iv) LCD multifunction meter, Cl 0.5 - 01 No, (v) LED phase indicator lamps (R, Y & B) - 01 Set. (vi) Control MCB SP, 230V, 'C' curve, 10 KA - 01 No.
Supply, laid in trenches and spreading crushed stone sand of approved quality for cushioning of UG cable complete all as specified and directed. Note: Punned thick will be measured for payment.
Supply and lay in trenches un-reinforced precast concrete cable cover class LV type-I with peak 250 x 150 x 40mm ISI marked for cable protection complete all as specified and directed.
suitable ratio and pilot indication lamps (R, Y & B) complete alongwith provision for necessary cable entry / exit for all incoming and outgoing cables with suitable cable glands fixed on and including provision of PCC foundation complete, testing & commissioning on completion and shall be comprising of the following:- a) Incomer: MCCB 4 Pole 400 Amps with fixed thermal & fixed magnetic, 50 KA - 01 No.
b) Outgoing: (i) MCCB fixed thermal & fixed magnetic, 3 pole, 100 Amps, 36 KA breaking capacity - 03 Nos. (ii) MCCB fixed thermal & fixed magnetic, 3 pole, 63 Amps, 18 KA breaking capacity - 05 Nos. (iii) Door mounted extended rotary handle and spreader terminals for all MCCBs incoming and outgoing. (iv) LCD multifunction meter Cl 0.5 - 01 No, (v) LED phase indicator lamps (R, Y & B) - 01 Set (vi) MCB SP, 230V, 10 KA, 'C' curve - 01 No.
Material and labour for earthing complete with hot dip copper pipe in pipe electrode, outer pipe 76 mm dia and inner pipe 32 mm dia including testing 3 mtr long and having 50 x 6 mm terminal on inner pipe to connect earthing strip with 14 mm dia holes for nut bolts buried directly and vertically in ground with top edge at 30 cm below ground level after making bore hole of 150 mm dia and 3.3 mtr deep using suitable mechanical drilling machine (for drilling near the specified building) connected with earthing lead with minimum two Nos of GI nut, bolts and connected to test point from earthing pit.
The electrode pipes should be filled with 2 x 25 Kgs bags of carbon based earthing compound. The compound shall be highly conductive, hygroscopic, non magnetic, non corrosive in nature and have best moisture retaining qualities with ph value between 7-9, connected to the earthing test point, fiber reinforced plastic pit not less than 300 x 300 mm with FRP pit cover, including necessary excavation & earth work in any soil, returning, filling and removal of extra soil complete all as specified and directed.
Supply, installation, testing & commissioning of outdoor bus bar camber made of 3.15 mm thick with IP 43 grade of protection CRCA sheet, powder coated with support of 50 mm x 50 mm x 6 mm angle iron bottom frame with double hinged front and rear openable shutters of feeder control unit with locking arrangement in front and back openable inspection doors PVC sleeved aluminium bus bar of capacity 800 Amps, 8 way, TPN fixed on suitable insulator, all housed in suitable bus bar camber complete alongwith provision of necessary cable entry / exit holes for all incoming and out going cables with suitable cable glands etc fixed on and including provision of PCC foundation complete testing and commissioning all as specified and directed.
Supply, installation, testing & commissioning Stand Post type REMOTE CONTROLLED “WATER MONITOR” made of SS-304 tubes and elbows. The size of monitor barrel will be 75mm & 3” NB flanged inlet suitable to discharge flow of - max. 2000LPM @ 7Kg/Cm² with aluminium master stream nozzle Jet & Spray arrangements and G.M gear operated swivel joints alongwith relay controlled MS control panel and 24-V DC motors with panel, 1.5sqmm x 12 Core XLPE FRLS - 200 m, signal cable, 2.5 sqmm x 12 core XLPE FRLS-200 m cable comprising of the following:-
i) Remote operated DC monitor with suitable motor of rotation of monitor for left / right, Up/Down & Nozzle Jet/Spray motors. ii) Proximity switches. iii) M.S. control panel. iv) Wireless remote 60-70 Mtr. Range. v) 1.5 Sqmm x 12Core armoured XLPE FRLS cable for signal of Proximity switches - 200 Mtr. vi) 2.5 Sqmm x 12 Core armoured XLPE FRLS cable - 200 Mtr.
Suppy and fixing 63 mm dia 15 m long hose type-A, conforming to IS:636 complete with male and female coupling conforming to IS:903 complete all as specified and directed.
Suppy and fixing Hose box made of 18 gauge MS sheet 800mm x 600mm x 250mm with double door with 4 mm thick glass and door frame made of 16 gauge MS sheet painted fire red outside and brilliant white inside yard complete all as specified and directed.
Suppy and fixing foot valve conforming to IS:4038, 150 mm (6”) dia complete with rubber gasket, GI bolts, nuts, washers etc., as required complete all as specified and directed.
Providing, installation, testing & commissioning of cast iron air valves with two air outlets, 150mm dia bore and fixing up in cast iron water supply mains complete with rubber gasket, GI bolts, nuts, washers etc., as required complete all as specified and directed.
Suppy and fixing outdoor starter panel made out of 3 mm thick MS sheet suitable for 2 x 79 HP, 3 phase, fire pump with MCCBs, relays, multifunction meter, LED phase indication lamps, control wiring, base frame made out of MS angle iron 40 x 40 x 5 mm thick, foundation complete all as specified and directed.
Suppy and fixing aluminium strip 25 x 3.15mm with saddles and fixing screws for roof conductors and down conductors above ground complete all as specified and directed. Note: Epoxy base insulator with nut bolts & washers and PCC block will be measured and paid seperately.
Suppy and fixing test point terminal block made of gun metal or phosphorus bronze size 75 x 75 x 25 mm, drilled and screwed including, 03 Nos, 8 mm dia 25mm long hexagonal head screw complete all as specified and directed.
Suppy and fixing air termination, single pointed aluminium rod 12mm dia and 300mm long complete all as specified and directed.
Suppy and fixing PCC block of size 150 x 150 x 150mm in PCC 1:3:6 type C1 with 20mm graded aggregate for fixing on roof conductor / air terminal rod / GI strip complete all as specified and directed.
Material and labour for epoxy base insulator suitable size 35 mm height fixed on PCC blocks / on wall / on MS angle / on towers with and including nut bolts and washers complete all as specified and directed.
Material and labour for galvanised iron strip 32 x 6mm buried in ground complete all as specified and directed.
Suppy and fixing earth pit indicator made out of MS sheet of 16SWG of size 30 x 20 cm welded to MS angle iron of size 25 x 25 x 3mm at a height 1 metre above ground complete all as specified and directed.
Suppy and fixing inspection boxes / test point boxes 250 x 150 x 100 mm made out of 16 gauge MS sheet with top cover including provision of 02 Nos epoxy insulator with and including insulating PVC sheet for incoming and outgoing copper strip for proper insulation complete all as specified and directed.
Supply & install, hi wall inverter split AC of capacity 1.5 TR units indoor / outdoor complete with cordless remote control unit and within built air ioniser and plasma filter for better indoor air quality with minimum 5 star rating and ISEER value 4.5 (minimum) complete all as specified and directed.
Supply & install, hi wall inverter split AC of capacity 2.0 TR units indoor / outdoor complete with cordless remote control unit and within built air ioniser and plasma filter for better indoor air quality with minimum 5 star rating and ISEER value 4.5 (minimum) complete all as specified and directed.
Supply and fix voltage stabilizer of capacity 4 KVA for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% complete all as specified and directed.
Supply and fix voltage stabilizer of capacity 5 KVA for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% complete all as specified and directed.
Supply, laying & testing, PVC insulated, PVC sheathed cable galvanized steel strip or wire armoured, electric control cables (heavy duty) with stranded copper conductor of size 2.5 sq mm x 3 core, 1100 volts grade complete all as specified and directed.
Supply, laying & testing, PVC insulated, PVC sheathed cable galvanized steel strip or wire armoured, electric control cables (heavy duty) with stranded copper conductor of size 4.0 sq mm x 4 core, 1100 volts grade complete all as specified and directed.
Supply and fix flameproof / weather proof LED flood light 1 x 150 watts with lumen out put not less than 15000 Lumens, fitting body made out of aluminium alloy LM-6 epoxy painted alongwith suitable integrated electronic drivers; including necessary fixing arrangments CMRI approved and connecting up complete all as specified and directed.
Supply and fix LED light fitting 2 x 18 Watt flame proof, CMRI certified recommended for gas / vapour group of IIA & IIIB, Zone 1 & 2 and IP 65 protection with die cast aluminum hosing with heat resistant toughened glass with LED tube light fixtures, driver, holders, connector etc. complete with all accessories prewired and including connecting up with three core flexible copper conductor cable with suitable size complete all as specified and directed.
Supply and fix switch 16A, single pole 250V, flame proof, rotary type with termination box in LM6 complete all as specified and directed.
Supply and fix flame proof switch socket & plug combined 16A, 250V, 2P+ earth, ISI marked in LM6, cable termination box in LM6, complete all as specified and directed.
Supply and fix flame proof - weather proof switch socket & plug combined 16 A, 500 V (4P+Earth) ISI marked complete all as specified and directed.
Supply and fix flameproof / weatherproof distribution panel, TPN, 8 way having MCB 4 pole, 'C' curve, 63 Amps - 01 No as incomer and Outgoing: MCB TPN, 'C' curve, 32Amps - 03 No, MCB SP, 'C' curve, 20 Amps - 12 Nos as per Gas Fr II, IIB certifed by CIMFR Dhanbad & CCOE (PESO) Nagpur alongwith ISI mark complete all as specified and directed.
Supply and fix flameproof / weatherproof distribution panel, SPN, 4 way having MCB 4 pole, 'C' curve, 63 Amps - 01 No as per Gas Fr II, IIB certifed by CIMFR Dhanbad & CCOE (PESO) Nagpur alongwith ISI mark complete all as specified and directed.
Supply and fix Flameproof double compression gland of 3/4 inch (20.5 mm) size complete all as specified and directed.
Supply and fix Flameproof double compression gland of 1 inch size complete all as specified and directed.
Supply and fix Flameproof double compression gland of 1-1/4 inch size complete all as specified and directed.
Supply and fix Flameproof double compression gland of 1-1/2 inch size complete all as specified and directed.
Supply and fix FAST electrode earthing with pure copper single pipe, the pipe 76 mm dia & 2.0 mm wall thickness & the cavity is filled with highly conductive, non-corrosive material alongwith supply of fast electrode earth enhancing compound 2 Bags of 25 Kgs. The earth enhancing compound should have test certification from NABL accredited Lab. It should be tested as per IS 1350/AHPA guideline’s. The pH value of compound should be 7.59, moisture % by mass should be 8.91 & solubility in 1:1 HCL should be 32.29%. The compound should have test certification ELV test as per protocol IEC 62321/111/54/CDV/ICP-OES for contains of Lead (23.0 ppm), Cadmium (15.0ppm), Mercury (Below Detection Level) & Hexa-chromium (Below Detection Level).
The manufacture of earthing should be registered under Udyam registration and certified for ISO 9001:2015 complete all as specified and directed. Note: Earth resistance should be less than 1 ohms. If the desired result of the earth resistance not comes under 01 ohms the contractor should fill extra earth compound without extra expenditure to the Govt.
Supply and fix FLP junction boxes LM-6 with plain cover suitable for 3 Way, 100 mm dia suitable for 20 mm dia conduit pipe complete all as specified and directed.
Supply and fix FLP junction boxes LM-6 with plain cover suitable for 4 Way, 100 mm dia suitable for 20 mm dia conduit pipe complete all as specified and directed.
Supply and fix flameproof wall mounting fan 610 mm (24") sweep, single phase, 230V, rated RPM 1440 complete all as specified and directed.
Supply and fix flameproof flexible metallic hose conduit of size 20 mm (3/4") dia and 300 mm long complete all as specified and directed.
Supply and fix flameproof / weatherproof CI/M.S. bend 3/4"(20 mm) complete all as specified and directed.
Material and labour for fire clay refractory brick work (conforming to IS:195) built in clay refractory mortar 3:1 (3 clay refractory powder : 1 water) laid in floor or wall complete all as specified and directed.
Material and labour for preparation of new concrete surface of wall and applying two coats of fire resistant paint over a coat of suitable primer complete all as specified and directed.
Providing and fixing, structural steel such as tees, angles channels and R.S. joists including cost of cutting, bending, welding etc. The frame work shall be fixed in position as required with help of M.S. brackets / lugs of angle iron / flats etc., which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of size 300 x 230 x 300 mm including cost of necessary centering and shuttering and with approved expansion hold fasteners on CC/RCC surface including drilling necessary holes.
Approved cramps / pins shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of zinc primer and painted with two coats of epoxy paint (shop drawings shall be submitted by the contractor to the Engineer-in-Charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines / planes (only structural steel frame work shall be measured for the purpose of payment).
Design, supply, installation, testing & commissioning of electrically operated, Non Flameproof overhead traveling EOT crane of capacity 5 Ton, conforming to IS:3177 (latest revision), with span 7.0 m long (approx), travel length 7.0 mtrs (approx), suitable for operation on 415 Volts, 3 Phase, 4 wires, 50 HZ supply, double girder box type, with necessary steel supporting structures with hoist speed 3.0 m per min, cross travel speed 10 m per min, long travel speed 15 m per min with micro speeds through VVVF drives of suitable capacities with control panel, power and controlling cables, confirming to relevant IS, controlled by pendent push button
station with and including of dia steel rope of suitable dia and falls as per IS system hoist / cross travel / long tarvel / electrically operated with pendent. Festoon system with the following specifications:
LOCATION - MATERIAL EQUIPMENT ROOM (i) Girders box type with section fabricated using fresh tested steel plates to IS: 2062 Gr ‘A’ obtained directly from main steel producers (like SAIL, RINL, TATA, Vizag steel, Jindal), cut to size using the latest CNC profile cutting machines and welded using modern welding practices. All welds shall be subjected to radiography to ensure defect free welds.
(iv) End carriages with standard wheel bases fabricated using the modern welding and machining techniques to ensure jerk free and smooth travel motion. The wheels shall be double flanged, supported on self aligning anti-friction bearings, Buffers shall be provided at the ends of the carriage as per IS standards. (v) Brakes for all drives shall be Electro-Hydraulic Thruster brakes according to the application.
(vi) Lifting Hooks-Hooks shall be shank type supported on anti friction thrust bearing and the sleeve pulleys shall be made out of malleable cast iron or fabricated, conforming to IS:3815. (vii) Controls: The crane shall be controlled by pendant push button type. (viii) All other incidental, civil, electrical and mechanical works.
Note: (i) The subject crane is meant for the purpose of handling small to medium components of engine assembly. (ii) The crane will be put to use for 365 days continuous duty with CT, LT & Hoist movements.
(iii) The department shall be responsible for providing suitably rated electrical outlet in the Main Electrical Control Panel / Main Distribution Board of the buildings (refer Drawings). All other works, electrical earthings and associated incidental and minor works shall be the responsibility of the contractor.
(iv) The details of RCC brackets, end plates etc are shown in relevant drawings. The contractor shall certify that these are sufficient and meets the requirements of his design. (v) The shop floor environment will be dust prone. Weather conditions are tropical. Crane shall be kept in the normal shop floor condition without any temperature controlled enclosure / shop. Max. temperature variation is 25 deg Celsius in 24 hours. Sound level should be minimum and the crane should have decent aesthetic look. Ambient Temperature: 4º C - 50º C & relative Humidity: 55%.
(vi) Major Technical specifications of the crane are given below. These are to be complied with by the contractor / manufacturer. The parameters which are not specified are to be as per Contractors' / OEM's own design. The contractor shall submit following drawings, giving all design parameters duly vetted by IIT/NIT and get the drawings approved from the Accepting Officer. The drawings shall be complete in all respect.
(f) Design calculations for Bridge Girder, Crab. (g) Wiring Diagram with Logic Circuits and Bill of Material (for approval) Major Technical Specification: Type, capability and general requirements type: Double girder box type EOT crane as per IS:807 & IS:3177 (latest version)
Welded Joint Testing: All Butt Welded Joints (both compression / tension and flanges / web joints) shall be subjected to 100% X-Ray Testing and X-Ray Films to be produced for evaluation and form part of the completion documentation).
Mechanical Joints: Fit Bolts (as per IS:3640-1982) for all joints coming in main members. Heat Treatment & NDT Examination: The Trolleys shall be stress relieved, if necessary by thermal heat-treatment process after welding & NDT. All welding shall be tested by NDT means [MPI, LPI & RT] after stress relieving operation (Govt. approved Test House & certificate). Manufacturer to furnish the details of facilities for Heat Treatment furnace & NDT Lab at their works. All the welded joints should be NDT tested by Govt. approved Test House & certificate / X-Ray films to be submitted at time of inspection.
Gear & Gear Boxes Details: Gear Box should be of fabricated type duly stress relieved. Pinions made of En 24 and gears of En 18. Gears in all the Stages shall be helical in design and to be of machined, lapped and hardened straight and helical gearing shall normally be used for all motions. Worm and bevel gears shall not be used. First and high speed reductions shall be through helical gears. All first reduction pinions and also the other pinions if feasible shall be integral with the shafts. All gears shall be of hardened and tempered alloy or carbon steel with machine cut teeth.
Gear tooth shall be cut in metric module system. Surface hardening of teeth is not allowed. The Gears / pinions should be hardened to HRC 50-55 and ground. Please note that gears and pinions must have pressure angle of 20° only.
Lubrication: Suitable lubrication system shall be provided for gear box, all rotating parts wherever applicable. Details of the same to be furnished. Please indicate the type of Lub. Oil & grease, quantity also. Rope Drum: Shall be of fabricated type stress relieved or seamless pipe. The circumferential weld joints shall be tested by 100% X Ray quality (Please mention the size). The size of drum shall as per OEM.
Wheel: Track wheels shall be of MS steel. Trade mean dia of wheel for cross travel shall be 160mm forged steel and for long travel 200mm forged steel. Type of Coupling: Couplings should be flexible geared Barrel type. No pin / bush / rubber type coupling to be used Machining Operation: All mechanical mating surfaces and wheel seating areas are to be machined to the required finish and protected.
Hoist Wire Rope Details: Fiber core confirming to IS: 2266. Mention Wire rope 12mm dia, No. of fall - 04 6 x 36 constructions with a minimum breaking load of 1960 Kgs. Input Power Supply: Shall be 415 ± 10% Volts, 50 ± 3% Hz, 3 Phase, AC. Control Voltage: Shall be 110V AC Protection: All panels, limit-switches and motors shall have IP 55 protection.
Motor Details: Squirrel cage induction crane duty motors, fan cooled, insulation class-F & confirming to relevant latest IS:325 and IS-123, 150 starts per hour and 40% CDF. Contractor to provide other details like No. of motors, capacity of motor, frame size, make, type and No. of poles. Hoisting motor 5HP 920 RPM, CT motor 0.5HP 800 RPM, LT motor 1 HP 885 RPM x 01 No.
Details of Brakes for all motions: Electro Hydraulic Thrusrer type to be provided to hold the mechanism in position as soon as the power supply is 'OFF' either accidentally or intentionally for all motions. Brake for hoisting shall be 200mm dia. Brake wheel dia cross travel and long travel shall be 100mm. Wiring: All the panel wiring should be done by using standard multi core Copper highly flexible, double insulated cables and of Butyl Rubber. Earthing for Electrical items in Crane: Shall be carried out as per IS.
MULTICORE CABLES Multi core power and control cables suitably clamped to the crane structure shall be used. Suitable clamping glands shall be provided at both ends of each multi core cables. Installation: The cable and wiring system for each motion shall be independent and common returns shall be provided. Main cable and control wiring shall be effectively separated. Cable runs shall not be installed in any place where they will impede the crane driver's view. The cable should be easily accessible and should not hamper the movement of persons on the crane.
Electric contactors: shall have SIEMENS / L&T / BCH & VVVF Drive-Yaskawa. Trailing cables: Trailing cables (extra flexible having copper conductors only) should be traveling on rollers moving on separate Tee type fitting parallel to Bridge Girder and both for LT & CT shall be supplied and erected by supplier.
Limits switches: Hoist shall be provided with rotary type limit switches. Limit switches shall be provided for both CT & LT. Two way lever type for CT both direction and LT both direction.
Painting instructions: (a) Painting: Before dispatch of the crane, the complete components covering structural, mechanical and electrical parts of the crane shall be thoroughly cleaned of all dirt, grease, scales rust and then given single coat of primer. Mechanical and electrical components shall be given an additional finishing as per manufacturer's instruction. After erection the complete crane moving parts and electrical components shall be painted with two coats of paint.
FLAMEPROOF GOLIATH (GANTRY) CRANE (FOR STB-1&2) Design, supply, installation, testing & commissioning of electrically operated, Flameproof Goliath (Gantry) crane of capacity 5.0 Ton, conforming to IS:3177 (latest revision), with span 10.0 m long (approx), height of lift 2.5 m (approx), travel length 30 m (approx), suitable for operation on 415 Volts, 3 Phase, 4 wires, 50 HZ supply, double girder box type with necessary steel supporting structures with hoist speed 3.0 m per min, cross travel speed 10 m per min, long travel speed 15 m per min with micro speeds through VVVF drives of suitable capacities with control panel, power and controlling cables, confirming to relevant IS, controlled by pendent push button station with and including of dia steel rope of
suitable dia and falls as per the IS system hoist / cross travel / long tarvel / electrically operated with pendent with the following specifications: - LOCATION-ARDE STATIC ROCKET TEST BED (i) Girders box type with section fabricated using fresh tested steel plates to IS: 2062 Gr ‘A’ obtained directly from main steel producers (like SAIL, RINL, TATA, Vizag steel, Jindal), cut to size using the latest CNC profile cutting machines and welded using modern welding practices. All welds shall be subjected to radiography to ensure defect free welds.
(iv) End carriages with standard wheel bases fabricated using the modern welding and machining techniques to ensure jerk free and smooth travel motion. The wheels shall be double flanged, supported on self aligning anti-friction bearings, Buffers shall be provided at the ends of the carriage as per IS Standards. (v) Brakes for all drives shall be Electro-Hydraulic Thruster brakes according to the application. (vi) Lifting Hooks-Hooks shall be shank type supported on anti friction thrust bearing and the sleeve pulleys shall be made out of malleable cast iron or fabricated, conforming to IS:3815.
(vii) Controls: The crane shall be controlled by pendant push button type. (viii) All other incidental, Civil, Electrical and Mechanical works for the following: Note: (i) The subject crane is meant for the purpose of handling small to medium components of engine assembly. (ii) The crane will be put to use for 365 days’ continuous duty with CT, LT & Hoist movements. (iii) The department shall be responsible for providing suitably rated electrical outlet in the Main Electrical Control Panel / Main Distribution Board of the buildings (refer Drawings). All other works, electrical earthings and associated incidental and minor works shall be the responsibility of the contractor.
(iv) The details of RCC brackets, end plates etc are shown in relevant drawings. The contractor shall certify that these are sufficient and meets the requirements of his design. (v) The shop floor environment will be dust prone. Weather conditions are tropical. Crane shall be kept in the normal shop floor condition without any temperature controlled enclosure / shop. Max. tempe rature variation is 25 deg Celsius in 24 hours. Sound level should be minimum and the crane should have decent aesthetic look. Ambient Temperature: 4º C - 50º C & relative Humidity: 55%.
(vi) Major Technical specifications of the crane are given below. These are to be complied with by the contractor / manufacturer. The parameters which are not specified are to be as per Contractors' / OEM's own design. The contractor shall submit following drawings, giving all design parameters duly vetted by IIT/NIT and get the drawings approved from the Accepting Officer. The drawings shallbe complete in all respect.
Welded Joint Testing: All Butt Welded Joints (both compression / tension and flanges / web joints) shall be subjected to 100% X-Ray Testing and X-Ray Films to be produced for evaluation and form part of the completion documentation).
Mechanical Joints: Fit Bolts (as per IS 3640-1982) for all joints coming in main members. Heat Treatment & NDT Examination: The trolleys shall be stress relieved, if necessary, by thermal heat-treatment process after welding & NDT. All welding shall be tested by NDT means [MPI, LPI & RT] after stress relieving operation (Govt. approved Test House & certificate). Manufacturer to furnish the details of facilities for Heat Treatment furnace & NDT Lab at their works. All the welded joints should be NDT tested by Govt. approved Test House & certificate / X-Ray films to be submitted at time of inspection.
Gear & Gear Boxes details: Gear box should be of fabricated type duly stress relieved. Pinions made of En 24 and gears of En 18. Gears in all the Stages shall be helical in design and to be of machined, lapped and hardened straight and helical gearing shall normally be used for all motions. Worm and bevel gears shall not be used. First and high speed reductions shall be through helical gears. All first reduction pinions and also the other pinions if feasible shall be integral with the shafts. All gears shall be of hardened and tempered alloy or carbon steel with machine cut teeth. Gear tooth shall be cut in metric module system. Surface hardening of teeth is not allowed. The Gears / pinions should be hardened to HRC 50-55 and ground. Please note that gears and pinions must have pressure angle of 20° only.
Lubrication: Suitable lubrication system shall be provided for gear box, all rotating parts wherever applicable. Details of the same to be furnished. Please indicate the type of Lub. Oil & grease, quantity also. The circum ferential weld joints shall be tested by 100% X-Ray quality (Please mention the size). The size of drum shall as per OEM. Wheel: Track wheels shall be of MS steel. Trade mean dia of wheel for cross travel shall be 160mm forged steel and for long travel 200mm forged steel.
Type of Coupling: Couplings should be flexible geared Barrel type. No pin / bush / rubber type coupling to be used. Machining Operation: All mechanical mating surfaces and wheel seating areas are to be machined to the required finish and protected. Hoist Wire Rope Details: Fiber core confirming to IS: 2266. Mention wire rope 12mm dia, No. of fall - 04 6 x 36 constructions with a minimum breaking load of 1960 Kgs.
Input Power Supply: Shall be 415 ± 10% Volts, 50 ± 3% Hz, 3 Phase, AC. Control Voltage: Shall be 110V AC. Protection: All Panels, Limit-Switches and Motors shall have IP 55 protection. Motor Details: Squirrel cage induction crane duty motors, fan cooled, insulation Class-F & confirming to relevant latest IS:325 & IS-123, 150 starts per hour and 40% CDF. Contractor to provide other details like No. of motors, capacity of motor, Frame size, make, type and No. of poles. Hoisting motor 5HP 920 RPM, CT motor 0.5HP 800 RPM, LT motor 1 HP 885RPM x 02 Nos.
Details of Brakes for all motions: Electro Hydraulic Thrusrer type to be provided to hold the mechanism in position as soon as the power supply is 'OFF' either accidentally or intentionally for all motions. Brake for hoisting shall be 200mm dia. Brake wheel dia cross travel and long travel shall be 100mm.
Wiring: All the panel wiring should be done by using standard multi core Copper highly flexible, double insulated cables and of Butyl Rubber. Earthing for Electrical items in Crane: Shall be carried out as per IS. Multicore Cables: Multicore power and control cables suitably clamped to the crane structure shall be used. Suitable clamping glands shall be provided at both ends of each multi core cables.
Installation: The cable and wiring system for each motion shall be independent and common returns shall be provided. Main cable and control wiring shall be effectively separated. Cable runs shall not be installed in any place where they will impede the crane driver's view. The cable should be easily accessible and should not hamper the movement of persons on the crane.
Trailing Cables: Trailing cables (extra flexible having copper conductors only) should be traveling on rollers moving on separate Tee type. Limits Switches: Hoist shall be provided with rotary type limit switches. Limit switches shall be provided for both CT & LT. Two way lever type for CT both direction and LT both direction.
Painting Instructions: (a) Painting: Before dispatch of the crane, the complete components covering structural, mechanical and electrical parts of the crane shall be thoroughly cleaned of all dirt, grease, scales rust and then given single coat of primer. Mechanical and electrical components shall be given an additional finishing as per manufacturer's instruction. After erection the complete crane moving parts and electrical components shall be painted with two coats of paint.
Mehta Construction Co. (BID ID -3502651)
D R CONSTRUCTION (BID ID -3496376)
M/s S. R. Constructions (BID ID -3495539)
United Sales Corporation (BID ID -3493083)
Hariom Projects Pvt Ltd (BID ID -3495967)
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