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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 CrAccepted-AOC NO 430 4TH CROSS 1ST B MAIN SYNDICATE BANK COLONY HEROHALLI MAGADI ROAD BANGALORE 560091 | BANGALORE | BENGALURU URBAN | KARNATAKA | 560091 | ₹36.4 Cr | L1 | Accepted-AOC Being Reasonable And Accepted |
| 2 | L2₹37.6 CrRejected-AOC 510 ZION PRIME THALTEJ SHILAJ ROAD AHMEDABAD 380059 GUJARAT | AHMEDABAD | AHMEDABAD | GUJARAT | 380059 | ₹37.6 Cr | L2 | Rejected-AOC Other Than L1 |
| 3 | L3₹40.0 CrRejected-AOC | ₹40.0 Cr | L3 | Rejected-AOC Other Than L1 |
| 4 | L4₹40.4 CrRejected-AOC K 99 LGF KALKAJI NEW DELHI 110 019 | NEW DELHI | SOUTH EAST DELHI | DELHI | 110019 | ₹40.4 Cr | L4 | Rejected-AOC Other Than L1 |
| 5 | L5₹41.5 CrRejected-AOC SITANI BUILDING DINBAZAR JALPAIGURI 735101 | JALPAIGURI | JALPAIGURI | WEST BENGAL | 735101 | ₹41.5 Cr | L5 | Rejected-AOC Other Than L1 |
| Sl No | Description | Qty | Unit | Hariom Projects Pvt Ltd L3 | SOOD ASSOCIATES PVT LTD L4 | M.P. SITANI AND SONS L5 | Beejay Associates Contracts Pvt Ltd L7 | Rabina Enterprises Pvt Ltd L6 | Krishna Buildspace Ltd. L2 | MECO CONSTRUCTION & INFRATECH PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SCH 'A' PART-I: BUILDING/STRUCTURES Note: This schedule is not pre-priced by MES and the rate indicated as "Rs 0.00" under Col 6 signifies this fact only | ||||||||||
| 1.10 | Engineering, Procurement & Construction (EPC) of buildings/ structures as per GRIHA norms including all internal services & external services (except Sch 'A' Part-ll to X) as defined in Annexure-I to VI, complete as detailed in scope of work and other documents of tender, complete all as specified and directed. | 1 | LUMP SUM | 34,00,00,000 ₹34 Cr | 35,07,00,077 ₹35.1 Cr | 36,15,45,352 ₹36.2 Cr | 44,00,00,000 ₹44 Cr | 35,96,65,603 ₹36.0 Cr | 32,48,45,000 ₹32.5 Cr | 31,74,41,003 ₹31.7 Cr |
| 1.20NOTE: Schedule ‘A’ Part-II to X items which are Prepriced by MES, Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only. | ||||||||||
| 2.00 | Total amount of Sch 'A' Part-II (Site Clearance, Excavation and Earthwork) | 1 | LUMP SUM | 89,00,745.99 ₹89.0 L | 67,72,040.67 ₹67.7 L | 43,45,344.3 ₹43.5 L | 96,27,720.47 ₹96.3 L | 81,59,085.15 ₹81.6 L | 73,00,000 ₹73 L | 61,19,313.86 ₹61.2 L |
| 3.00 | Total amount of Sch 'A' Part-III (Road, Paths & Culverts ) | 1 | LUMP SUM | 1,50,00,000 ₹1.5 Cr | 1,50,94,329.72 ₹1.5 Cr | 1,64,92,183.24 ₹1.6 Cr | 1,91,85,317.19 ₹1.9 Cr | 1,70,69,288.75 ₹1.7 Cr | 1,60,00,000 ₹1.6 Cr | 1,05,80,137.66 ₹1.1 Cr |
| 4.00 | Total amount of Sch 'A' Part-IV (Sewage Disposal) | 1 | LUMP SUM | 75,02,552 ₹75.0 L | 79,95,631.58 ₹80.0 L | 84,87,624.6 ₹84.9 L | 1,01,62,671.91 ₹1.0 Cr | 90,41,788.98 ₹90.4 L | 70,00,000 ₹70 L | 63,51,669.94 ₹63.5 L |
| 5.00 | Total amount of Sch 'A' Part-V (Area Drainage) | 1 | LUMP SUM | 34,96,372.3 ₹35.0 L | 37,41,118.36 ₹37.4 L | 41,41,262.2 ₹41.4 L | 47,55,066.32 ₹47.6 L | 38,80,973.25 ₹38.8 L | 33,00,000 ₹33 L | 29,71,916.45 ₹29.7 L |
| 6.00 | Total amount of Sch 'A' Part-VI (Boundary wall And Fencing) | 1 | LUMP SUM | 50,00,000 ₹50 L | 50,00,027.5 ₹50.0 L | 53,01,285.27 ₹53.0 L | 63,55,175.14 ₹63.6 L | 51,86,944.41 ₹51.9 L | 47,00,000 ₹47 L | 39,71,984.46 ₹39.7 L |
| 7.00 | Total amount of Sch 'A' Part-VII (External Water Supply) | 1 | LUMP SUM | 4,17,146.48 ₹4.2 L | 7,38,349.27 ₹7.4 L | 6,46,674 ₹6.5 L | 7,92,578.31 ₹7.9 L | 5,88,176.53 ₹5.9 L | 5,00,000 ₹5 L | 3,54,574.51 ₹3.5 L |
| 8.00 | Total amount of Sch 'A' Part-VIII (External Electric Supply) | 1 | LUMP SUM | 28,50,000 ₹28.5 L | 32,97,678.02 ₹33.0 L | 35,43,892.5 ₹35.4 L | 38,42,963.35 ₹38.4 L | 34,01,541.88 ₹34.0 L | 21,00,000 ₹21 L | 22,07,107.33 ₹22.1 L |
Updated dates
Tender Value
₹40.4 Cr
EMD Value
₹15 L
Closing Date
17 Feb 2026, 6:00 pmClosed
Chief Engineer Pune Zone
HQ Chief Engineer Pune Zone Camp, Pune 411001
ENGINEERING, PROCUREMENT AND CONSTRUCTION (EPC) OF DEFICIENT OTM ACCOMMODATION AT BAMBOLIM, UNDER GE PANAJI GOA.
2025_MES_744746_1
84631
Open Tender
Civil Works
913 days
Garrison Engineer Panaji
Class SS and Category a(i) Also refer NIT and PQC Criteria
8 documents required · 8 mandatory
₹3,000
Garrison Engineer Panaji, Goa
₹15 L
Yes
21 Apr 2026
6 Jan 2026
24 Feb 2026
6 Jan 2026
17 Feb 2026
3 Feb 2026
7 Jan 2026 - 14 Jan 2026
SCH 'A' PART-I: BUILDING/STRUCTURES Note: This schedule is not pre-priced by MES and the rate indicated as "Rs 0.00" under Col 6 signifies this fact only
Engineering, Procurement & Construction (EPC) of buildings/ structures as per GRIHA norms including all internal services & external services (except Sch 'A' Part-ll to X) as defined in Annexure-I to VI, complete as detailed in scope of work and other documents of tender, complete all as specified and directed.
NOTE: Schedule ‘A’ Part-II to X items which are Prepriced by MES, Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.
Total amount of Sch 'A' Part-II (Site Clearance, Excavation and Earthwork)
Total amount of Sch 'A' Part-III (Road, Paths & Culverts )
Total amount of Sch 'A' Part-IV (Sewage Disposal)
Total amount of Sch 'A' Part-V (Area Drainage)
Total amount of Sch 'A' Part-VI (Boundary wall And Fencing)
Total amount of Sch 'A' Part-VII (External Water Supply)
Total amount of Sch 'A' Part-VIII (External Electric Supply)
Total amount of Sch 'A' Part-IX (Arboriculture and Landscaping)
SCHEDULE 'A' PART-X (MISCELLANEOUS B/R AND E/M WORKS)
M&L Preparation of new steel surfaces and applying two coats of Anti Corrosive Paint over a coat of red oxide on surfacess of any discription, over 10cm in width or girth. complete all as specified and directed.
M&L Digging of pit size 1.00 m x1.00 m, removal of debries, weed/root etc refillling with good soil and cattle maure in the ratio of 4:1 with provision of anti termite treatment at plantation time, supply and plantation of approved species of trees (minimum 1.25 mtr height) maintenance by regular watering, deweeding, loosining of soil, adding fertilizer, staking purning and spraying of insecticides and fungicides as and when required for a period for 02 year ) (Rate includes for removal of excavated material exceeding 50 mtr and not exc 250 mtr and cost of replacement of plants including planting against casuality) complete all as specified and directed:- Note: Rate shall include cost of Maintainance of all Trees upto two year from the date of completion.
(a) Mango Trees
(b) Cheeku Trees
(c) Jackfruit Trees
Supplying and planting grown trees upto approx 8 feet tall of Bottle palm and maintaining for a period of one year including clearing of debris, watering, de-weeding, mixing cattle manure with soil all as specified and directed
Suppllying and planting grown trees upto approx 60 cm tall of Duranta hedge plant and maintaining for a period of one year including clearing of debris, watering, de-weeding mixing cattle manure with soil all as specified and as directed.
M&L Digging and removing of weed roots, debries etc for lawn provision of anti termite treatment and refilling with good soil and cattle maure in the ratio of 4:1 , mixing levelling and plantation of Bermuda Grass/ Paspalum grass, maintenance by regular watering, deweeding , loosing of soil, adding fertilizer, staking purning and spraying of insecticides and fungicides as and when required for a period for 2 year complete all as specified and directed. Note: Rate shall include cost of Maintainance of Lawn upto two year from the date of completion.
Supply, laying, testing & commissioning of DI pipe (class K7) 150mm dia spigot/socket ends complete with all fittings as Tee, Bends, tail piece, rubber tyton joints etc in trenches all as directed and specified.
Supply, laying, testing & commissioning of DI pipe (class K7) 100mm dia spigot/socket ends complete with all fittings as Tee, Bends, tail piece, rubber tyton joints etc in trenches all as directed and specified.
S&F 150mm dia (6") Sluice Valves, flanged of class 1 PN, complete all as specified and directed
S&F 100mm dia (4") Sluice Valves, flanged of class 1 PN, complete all as specified and directed
S&F 100 mm (4”) dia Foot Valve conforming to IS 4038, complete all as specified and directed
M&L Valve chamber of any size, type and construction of brick masonry valve chamber of size 1.20m x 1.20m x 1.20m (internal dimension) with 15cm thick foundation using PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) over 15cm thick hardcore, 23cm thick brick wall built in cement and sand mortar (1:4), 15mm thick internal and external plaster including top of floor in cement and sand mortar 1:3 finished even and smooth, without using extra cement, 6mm thick MS sheet cover with, 50mm x 50mm x 6mm MS angle frame embeded in PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) coping having rectangular hinged opening of size with locking arrangements & handle made out of 25cm dia MS round bar, hold fasts etc applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surface including excavation and earth wotk in any type of soil and disposal of surplus soil to a distance n.exc 50m complete all as specified. (For 150 mm DI pipeline near OHT)
M&L Valve chamber of any size, type and construction of brick masonry valve chamber of size 0.90m x0.9m x 0.9m (internal dimension) with 15cm thick foundation using PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) over 15cm thick hardcore, 23cm thick brick wall built in cement and sand mortar (1:4), 15mm thick internal and external plaster including top of floor in cement and sand mortar 1:3 finished even and smooth, without using extra cement, 6mm thick MS sheet cover with, 50mm x 50mm x 6mm MS angle frame embeded in PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) coping having rectangular hinged opening of size with locking arrangements & handle made out of 25cm dia MS round bar, hold fasts etc applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surface including excavation and earth wotk in any type of soil and disposal of surplus soil to a distance n.exc 50m complete all as specified. (For 100 mm DI pipeline)
M&L Valve chamber of any size, type and construction of brick masonry valve chamber of size 0.6m x 0.6m x 0.6m (internal dimension) with 15cm thick foundation using PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) over 15cm thick hardcore, 23cm thick brick wall built in cement and sand mortar (1:4), 15mm thick internal and external plaster including top of floor in cement and sand mortar 1:3 finished even and smooth, without using extra cement, 6mm thick MS sheet cover with, 50mm x 50mm x 6mm MS angle frame embeded in PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) coping having rectangular hinged opening of size with locking arrangements & handle made out of 25cm dia MS round bar, hold fasts etc applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surface including excavation and earth wotk in any type of soil and disposal of surplus soil to a distance n.exc 50m complete all as specified. (For GI 80 mm pipeline)
M&L Earthing with 600x600x6mm galvanised steel earth plate electrode buried vertically in ground (earth pit not less than 2.25 metre deep below normal ground level) with top edge of the plate at a depth of not less than 1.5m below ground level, connected to and including G.I. strip of size 32 x 6 mm dia by means of bolts,nuts and check nuts and washers of galvanised steel, GI pipe 15 mm dia light grade pipe for protection of GI earth lead wire both to be provided to the extent of 7.5 metres as earthing lead and connecting to the eqpt/machinery etc. incl charcoal dust and common salt packed all around the earth plate in alternate layer in the earth pit all as per electrical plate No. 3 of SSR Part I-2009 including PCC chamber made up of PCC 1:3:6 type C1 & RCC Chamer cover of size 540x540x100 mm made with 1:2:4 Type B1 using 6 mm round MS bar & 8 mm MS bar for handle , 20 mm dia medium grade G.I. watering Pipe from top edge of the earth plate upto M.S. funnel with wire mesh provided inside the concrete earth pit for watering arrangement incl excavation and earth work in any type of soil and testing complete all as specified and directed.
Supply, installation, testing and commissioning of step down transformer, outdoor type, and conforming to IS 1180:2014 (Part 1) amendment No 4 of Mar 2021, plinth mounted, HT 11 KV, 3 phase 433 volts, 4 wire, 50 Hz, delta/star connected, vector group DYN -11 double copper wound, ONAN, manual type off load tap changing facility on HT side to vary secondary voltage from minus (-) 7.5% to plus (+) 7.5% in steps of 2.5 %, continuous rating of capacity 250 KVA Level -2 including Cable entry box on HT Side and Cable entry box on LT side. The Transformer shall be completed with all standard fittings and accessories, gauges, first fill of transformer oil IS 335 ISI marked filtered & dehydrated oil etc, complete all as specified and directed and comprising of the following accessories :- Note :- Transfomer shall be mounted on platform/plinth. [ Loc: (at New Sub stn KLP site)] (a) One cable entry box on primary HV side having cable glands suitable for HT XLPE Cable (consisting of 3 Nos porcelain HT bushings with brass/gun metal bushing rods complete with nuts and washers). (b) One cable entry box on secondary (LV) side consisting of 4 Nos porcelain bushing with GM bushing rods complete with GM nuts, and washers with one No cable gland suitable for reception of outgoing LT armoured cables of suitable size. (c) Oil conservator tank with filter type, drain valve and oil level gauge.
(d) Dehydrating breather with first fill of dehydrating agent. (e) Thermometer pocket on tank cover. (f) One No 100mm dia dial type thermometer vapour pressure type having range 0-120 degree centigrade with temp reading pointer, max temp indicator and resetting device.(g) Rating plate with terminal markings. (h) Two earthing terminals on tank/tank cover to facilitate fixing of 32x6m GI eath strip. (j) Oil Level gauge. (k) Oil drain and filter valves. (l) Oil filler hole with cap/plug with connections complete. (m) Lifting lugs. (n) Air relief valve plug. (o) Four plan solid cast steel detachable rollers. (p) First fill of fresh oil conforming to relvant IS and tested upto 50 KV dielectric strength upto top of core. (q) Extra bushing for neutal outside the LT cable box for providing independent earthing for neutral. (s) Any other fittings/accessories so as to confirm the whole transformer to IS-1180 Part-I:2014 and Amendment No 4 of Mar 2021, Level-2.
[iii] MPP-HD box capacitor of 100 (1x50+ 1 X 25 + 2 x 10 + 1 X 5) kVAr [iv] 50 kVAr, 525V - 01 STEP [a] 80 A, 415, Ics = 100% Icu = 36 kA, 50 Hz TP MCCB with fixed magnetic settings and adjustable thermal settings- 01 Nos. [b] 3P, 50 kVAr power contactor (capacitor duty), 415 V, 50 Hz 230 VAC coil- 01 Nos. [c] 7% detuned reactor, 3- Ph, 50 kVAr, 440 V, 50 Hz- 01 Nos. [v] 25 kVAr, 525V - 01 STEP [a] 50 A, 415, Ics = 100% Icu = 25 kA, 50 Hz TP MCCB with fixed magnetic settings and adjustable thermal settings- 01 Nos. [b] 3P, 25 kVAr power contactor (capacitor duty), 415 V, 50 Hz 230 VAC coil- 01 Nos. [c] 7% detuned reactor, 3- Ph, 25 kVAr, 440 V, 50 Hz- 01 Nos. [vi] 10 kVAr, 525V - 01 STEP [a] 20 A, 415, Ics = 100% Icu = 16 kA, 50 Hz TP MCCB with fixed magnetic settings and adjustable thermal settings- 02 Nos. [b] 3P, 10 kVAr power contactor (capacitor duty), 415 V, 50 Hz 230 VAC coil- 01 Nos.[c] 7% detuned reactor, 3- Ph, 10 kVAr, 440 V, 50 Hz- 01 Nos. [iii] The OEM shall manufacturer APFC components and switchgear.The OEM's specified cannot authorize any other partners / sub vendors to manufacture APFC Panels on their behalf.
The APFC Panel manufactured by OEM's only will be accepted & factory acceptance test (FAT) will be carried out at OEM's plant only. [vii] 5 kVAr, 525V - 02 STEP [a] 10 A, 415, Ics = 100% Icu = 16 kA, 50 Hz TP MCCB with fixed magnetic settings and adjustable thermal settings- 02 Nos. [b] 3P, 5 kVAr power contactor (capacitor duty), 415 V, 50 Hz 230 VAC coil- 02 Nos. [c] 7% detuned reactor, 3- Ph, 5 kVAr, 440 V, 50 Hz- 02 Nos. NOTES: [i] The APFC Panel shall be sourced directly from the OEM only.The APFC Panel described as above complete in all respect as per specification enclosed, up to the entire satisfaction of engineer-in-charge. [ii] To ensure safety, reliability and accountability of component co ordination, all the major capacitor bank components such as capacitor units, de tuning reactors, PF controllers, circuit breakers, contactors and the enclosure system called for in this specification should preferably be from a single manufacturer.
M&L for Earthing complete for LT Panels with galvanised steel earth plate electrode 60cmx60cmx6mm thick buried directly in ground vertically at a depth not less than 2.25 metres below normal ground level with top edge of the plate at a depth not less than 1.5 metres below normal ground level, connected with and including 7.5 metre GI strip 32x6 mm in and including GI pipe 40mm bore light grade as protection pipe (from top of earth plate up to the test point) by means of GI bolts, nuts, check nuts and washers of GI and thimbles, earth plate surrounded by packed layers of charcoal dust and common salt 15cm thick, all around including top and bottom and watering pipe 20mm bore of GI pipe light grade with funnel and wire mesh, PCC chamber of size 300x300x300mm(top of chamber minimum 15 cm above the normal ground level (1:3:6) using 20mm graded stone aggregate and RCC cover (1:2:4) type B-I using 20mm graded crushed stone aggregate of 25mm thick with 2 nos MS handles of 12mm dia including necessary excavation/ earth work in any type of soil/rock and as shown in Electrical plate No. 3 of SSR Part-I (2009) testing on completion complete all as specified. Location: 4 Nos for Transformer, 2 Nos for Main LT Panel, 4 Nos for Motors
Design Fabricating supply and errecting connecting and testing totally enclosed LT cubicle panel board, 3 Phase 4 wire system, outdoor double door front and back opening type, sloped canopy (Hood) on top extended 100 mm all arround ,separate compartment for each control gear,cable alley, provision of knock out type plates for various sizes of cables in and out , incoming and out going feeders duly marked on revited plates etc complete CPRI approved factory made fabricated out of 3mm thick CRCA sheet duly treated through 7 tank pre treatment process and painted with epoxy powder coated mat finish of SIEMENS GREY structural RAL 7032 shade colour,built in industrial type locking arrangement on front and back ,and pre wired with PVC insulated multi stranded copper conductor for controls and monitors, PVC sleeved aluminium strip for connecting MCCBs ,Panel mounted on Angle iron frame of sutable size duly painted and embeded in PCC 1:3:6 45 CM below ground level and 30 Cm above ground level and consisting of following Location : Main Panel Near Transformer INCOMING (a) MCCB with microprocessor based release, 4 Pole 400 Amp, 415 Volt, 50 Hz, rupturing capacity 35 KA -01 No (b) Digital VAF meter - 01No (c) R,Y B Indicator lamp LED type - 01 Set
OUT GOING Busbar Chamber: Electrically grade Bus bar aluminium of capacity equal to 1.5 times of rated incoming control switch gear including interconnection of all switch gears duly insulated with colour coded heat shrinkable sleeve and mounted on suitable size of 'F' class insulators made of non hygroscopic,non combustible,track resistant high strength FRP insulators for phases and neural set of 4 for RYB &N -01 set (a) MCCB with thermal adjustable Magntetic Protection unit, 4 Pole, 200A, C- series, Rupturing capacity 35 KA, Ics = 100% Icu. (1 x For 1 Coy and 1 x For 2 Coy, EachCoy of 200 recruits, single living Accn) - 02 Nos (For Bldg No 2 & for Bldg No 3) (b) MCCB with thermal adjustable Magntetic Protection unit, 4 Pole 63 Amp, 415 Volt, 50 Hz, rupturing capacity 25 KA -02 No (1 x VTPN DB, 5 Havs and 22 OR's Single Living Accn and 1 x AMF Panel) (c) MCCB with thermal adjustable Magntetic Protection unit, 160A, 415 Volt, 50 Hz, rupturing capacity 25 KA -01 No (For APFC panel) (d) Digital Austro Time switch 10 A, 240 VAC -01 No
M&L Earthing complete with galvanised steel earth plate electrode 600mm x 600mm x 6mm thick buried directly in ground (earth pit not less than 2.25metre deep below natural ground level) with top edge of the plate not less than 1.5metre below normal ground level, connected to galvanised earth lead wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel connected to main switch board/ main DB’s/ earth test point with and including necessary excavation and earth work in any type of strata, PCC 1:3:6, type C1 in chamber wall with 50mm thick, RCC cover 1:2:4, type B0 duly reinforced with 6 mm dia bar, @100mm both way with suitable lifting handle, charcoal dust and common salt mixed and packed in 150mm thick layer all around the earth plate, watering pipe of size 20mm dia medium grade, 0.63mm thick GI sheet funnel with wire mesh, GI protection pipe 15mm dia light grade up to 7.5m from electrode and engraving of earth marking on nearby structure/ building with cement motor 1:4 plate of size 200mm x 150mm x 15mm thick and writing of earth results with paint complete all as shown in electrical plate No. 5 of SSR Part-I complete all as specified and as directed. Note: - On testing if desired earth resistance is not obtained, the earthing will be redone at no extra cost. (For Street Light Poles).
S&F Street light 45 W using a unique air vent technology which keeps temperatures low, needless to say this allows the LEDs to shine even brighter. The light also has an inbuilt surge protection. IP66 Efficacy ≥ 110 LPW complete all as specified and directed.
S&F Junction box made out of polycarbonate with IP 65 protection of suitable size 250 x 200 x 105 mm including - 04 Nos cable terminal, 02 Nos polycarbonate cable gland etc.
S&F of GI pipe Bracket of 40 mm dia light grade pipe bend to shape of approx length 1.5 Mtr including 2 Nos. MS Clamp of flat iron size 40x6 mm complete with nut, bolt, washers all as specified and directed.
S&F Starter panel 3 phase, 415 volts for pumping of 10 HP motor complete as directed and specified by Engr-in-charge. Location: Proposed Pump House
S&F Starter panel 3 phase, 415 volts for pumping of 5 HP motor complete all as directed and specified. Location: Existing Pump House
Supply, laying, testing and commissioning of DI Pipes (class K9) of size 150mm bore spigoy/scocket ends complete with alll the fittings and tee, bends, tail pieces, lead joints etc and connecting to exsiting water main including dismantling and taking out old UNSV/ eusted/ pitted DI pipes from trenches/ on wall complete all as specified & directed.
Supply & Laying of Double wall Corrugated ( DWC ) HDPE Pipe of size 110 x 95 mm (OD x ID) Polyethylene (PE),confirming to IS- 16205 (Part-24) with smooth internal and profiled external surface for not to give any external pressure on LT Cable and protection of UG Cables including bends and couplings complete all as specified and directed.
Supply & Laying of Double wall Corrugated ( DWC ) HDPE Pipe of size 63 x 50 mm (OD x ID) Polyethylene (PE),confirming to IS- 16205 (Part-24) with smooth internal and profiled external surface for not to give any external pressure on LT Cable and protection of UG Cables including bends and couplings complete all as specified and directed.
Supply & Laying of Double wall Corrugated ( DWC ) HDPE Pipe of size 50 x 38 mm (OD x ID) Polyethylene (PE),confirming to IS- 16205 (Part-24) with smooth internal and profiled external surface for not to give any external pressure on LT Cable and protection of UG Cables including bends and couplings complete all as specified and directed.
Supply & Laying of Double wall Corrugated ( DWC ) HDPE Pipe of size 40 x 32 mm (OD x ID) Polyethylene (PE),confirming to IS- 16205 (Part-24) with smooth internal and profiled external surface for not to give any external pressure on LT Cable and protection of UG Cables including bends and couplings complete all as specified and directed.
Supply, installation and commissioning of Centrifugal Pump, electric driven LPM 700, Head 20 mtr, 3 phase,415 V, 3000 RPM; Body/impeller – Cast Iron, Shaft – SS,Mechanical sealing (Location : Existing Source Pumping Station)
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