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Provision Of 02 Nos Overhead Tanks Of Capacity 1 Lakh Gallons Each At Military Station Kota Rcc Oh Tanks, kota-Rajasthan

Military Engineer Services-MES has published Provision Of 02 Nos Overhead Tanks Of Capacity 1 Lakh Gallons Each At Military Station Kota Rcc Oh Tanks. Submission Date for this Tender is 01-11-2022. Over Head Tank Tenders in kota Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

34246629
Corrigendum : Provision Of 02 Nos Overhead Tanks Of Capacity 1 Lakh Gallons Each At Military Station Kota Rcc Oh Tanks
Open Tender
Indian
Rajasthan
kota
01-11-2022

Tender Details

Provision Of 02 Nos Overhead Tanks Of Capacity 1 Lakh Gallons Each At Military Station Kota Rcc Oh Tanks

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Oct-2022 Corrigendum 1 Other 25-10-2022
2 25-Oct-2022 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 01-11-2022

Key Value

Document Fees
INR 2000 /-
EMD
INR 365000.0 /-
Tender Value
INR 2.90 Crore /-

BOQ Items

Name of Work: PROVISION OF 02 NOS OVERHEAD TANKS OF CAPACITY 1 LAKH GALLONS EACH AT MILITARY STATION KOTA
Sl. No. Item Description
1Lump sum price worked out by the contractor for "BUILDING WORKS"as listed in Schedule ‘A’ Part-I representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
2Lump sum price worked out by the contractor for "INTERNAL WATER SUPPLY"as listed in Schedule ‘A’ Part-II representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
3Lump sum price worked out by the contractor for "INTERNAL ELECTRIFICATION"as listed in Schedule ‘A’ Part-III representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
4Lump sum price worked out by the contractor for "PATH"as listed in Schedule ‘A’ Part-IV representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
5Lump sum price worked out by the contractor for "SEWAGE DISPOSAL"as listed in Schedule ‘A’ Part-V representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
6Lump sum price worked out by the contractor for "EXTERNAL WATER SUPPLY"as listed in Schedule ‘A’ Part-VI representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
7Lump sum price worked out by the contractor for "EXTERNAL ELECTRIFICATION"as listed in Schedule ‘A’ Part-VII representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
8Lump sum price worked out by the contractor for "LIGHTENING PROTECTION"as listed in Schedule ‘A’ Part-VIII representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
9Lump sum price worked out by the contractor for "AVIATION LIGHT"as listed in Schedule ‘A’ Part-IX representing percentage (+ or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
10Lump sum price worked out by the contractor for "AREA DRAINANGE"as listed in Schedule ‘A’ Part-X representing percentage (+ or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
11Lump sum price worked out by the contractor for "SECURITY/CHAIN LINK FENCING"as listed in Schedule ‘A’ Part-XI representing percentage (+ or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
12Lump sum price worked out by the contractor for "SITE CLEARANCE AND EARTH WORK"as listed in Schedule ‘A’ Part-XII representing percentage (+ or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
13Lump sum price worked out by the contractor for "Pile foundation for building work below cut off level as showin in drawing"as listed in Schedule ‘A’ Part-XIII representing percentage (+ or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES.
14Sch "A" Sec-XIV (MISCELLANEOUS ITEMS) Notes:(i) This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under column 5 signifies this fact only. (ii) Excavation and earth work except for the items which categorically includes for same shall be measured and paid separately under SCH A PART-XII (Site Clearance and Earthwork schedule).
15Boring Hole by suitable drilling method for 600 mm dia for undereamed pile ,12m depth below cut off level,(Total No of pile = 60+2 (for initial load testing = 62) including removal of soil obtained from excavation at a distance of 50 m near site of work at the locations as directed by GE, complete all as specified and shown on drg. Note: - Any variation in depth as per site requirement shall be adjusted on prorata basis.
16M&L for mild steel CRS bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, complete all as specified and directed.
17All as per item No. 16 above but 5 to 10 mm dia mild steel CRS bars as in stirrups, spacers and binders etc, complete all as specified and directed.
18Supply and fixing LED building security light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp, bracket made out of GI pipe 25 mm bore of 1.50 M length bent to shape including clamps, nut boltsetc.with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection, complete all as specified and directed.
19Supply, laying, jointing and testing ductile iron (DI) pressure pipes with spigot and socket ends, S/S including special class "K-9", 150 mm dia confirming to IS: 8329/2000 in standard length of 5.5 m with cement mortar lining inside the pipes with outside zinc coating with finished layer of black bitumen/Blue epoxy synthetic resin, including M & L for joints complete all as specified and directed.
20Supply, laying, jointing and testing ductile iron (DI) pressure pipes with spigot and socket ends, S/S including special class "K-7", 150 mm bore confirming to IS: 8329/2000 in standard length of 5.5 m with cement mortar lining inside the pipes with outside zinc coating with finished layer of black bitumen/Blue epoxy synthetic resin, including including M & L for joints complete all as specified and directed.
21Supply, laying, jointing and testing ductile iron (DI) pressure pipes with spigot and socket ends, S/S including special class "K-7", 100 mm bore confirming to IS: 8329/2000 in standard length of 5.5 m with cement mortar lining inside the pipes with outside zinc coating with finished layer of black bitumen/Blue epoxy synthetic resin, including including M & L for joints complete all as specified and directed.
22Supply, laying, jointing and testing ductile iron (DI) pressure pipes with spigot and socket ends, S/S including special class "K-7", 80 mm bore confirming to IS: 8329/2000 in standard length of 5.5 m with cement mortar lining inside the pipes with outside zinc coating with finished layer of black bitumen/Blue epoxy synthetic resin, including including M & L for joints complete all as specified and directed.
23Supply and fix DI specials suitable for DI pipe of class K-9 of size upto 150 mm bore, complete all as specified and directed.
24Supply and fix DI specials suitable for DI pipe of class K-7 of size upto 150 mm bore, complete all as specified and directed.
25Supply, installing, connecting and testing of rising spindle type sluice valve, 150 mm bore, class PN 1.6, double flanged with CI body, wheel and brass spindle and nuts etc, conforming to IS-14846 and ISI marked, including M & L for two flanged joints, complete all as specified and directed.
26Supply, installing, connecting and testing of ductile iron resilient seated non return valve, 100 mm bore, class PN 1.6, flanged end in swing type design with EPDM door and with over 250 micron epoxy coating including M & L for two flanged joints, complete all as specified and directed.
27Supply, installing, connecting and testing of sluice valve, 100 mm bore, class PN 1.6, double flanged with CI body, wheel and brass spindle and nuts etc, non rising type, conforming to IS-14846 and ISI marked, including M & L for two flanged joints, complete all as specified and directed.
28Fabrication, installation and testing of mild steel ERW type (heavy class) distribution header of under mentioned size including branches, complete with welding works and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete with end plates and provision of following: -
29NOTES :-(a) Main header: Main header of size 600 mm outlet dia with wall thickness 6 mm ERW pipe, 3.50 m long complete with end plate 10 mm thick welded at both ends.(i)Incoming: Incoming branch of size 150 mm bore (NB) wih wall thickness 5.40 mm ERW pipe - 02 Nos Outgoing: (a) Branch connections of size 150 mm bore (NB) with wall thickness 5.40 mm ERW pipe - 02 Nos (Note: Two No. branch suitable to fix valve with end plate 10 mm thick).(b) Branch connections of size 100 mm bore (NB) with wall thickness 5.40 mm ERW pipe - 02 Nos (Note: Two No. branch suitable to fix valve with end plate 10 mm thick). (c) Branch connections of size 80 mm bore (NB) with wall thickness 5.40 mm ERW pipe - 02 Nos (Note: Two No. branch suitable to fix valve with end plate 10 mm thick). (Contd....)
30Notes for item No. 28: i) Thickness of MS flange shall be minimum 8 mm. ii) Cost of all cutting, welding, end plates, flanges, rubber gasket, connections, nuts, bolts, washers, PCC work, brick work, earth work, plastering and painting etc as required at site to complete the job shall be deemed included in the quoted rates. iii) Length of each branch pipe shall be 3 m. Any variation in length shall be paid through deviation order. iv) Cost of fittings such as tee, bends, taper, section etc and provision for fixing of valves is deemed included in the quoted rates. v) Cost of butterfly valves for all incoming and outgoing shall be deemed included in the quoted rates.
31Supply, install, commissioning and testing of centrifugal pump set, with CI casing and CI Impellar and Gland, electric driven 415 volts, 3 phase, 50 Hz AC supply,suitable for star delta connection with and including fully automatic star delta starter suitable for pump with accessories like contactor, protection relay range 20-32 Amps,coupled with 25 HP Motor 4 pole TEFC induction motor IE-2 on MS base frame with coupling and coupling guard complete in all respect including required foundation, complete all as specified and directed. (Make - Pump Kirloskar, model DSM65/32A or equivalent of other makes as specified in list of makes.)
32M&L for cutting of CI/DI pipe line of 150 mm bore for inserting tee including M & L for Tee 150x150x150 mm for taking branch connection including necessary joints and fittings, complete all as specified and directed.
33Supply, installing, testin and commissioning factory made and tested (including CPRI type test certified) LT feeder pillar box (KIOSK) of appropriate dimensions (as per Indian electricity rules) to accommodate following components, outdoor type, platform mounted, suitable for 415 volts, 3 phase, 4 wire 50 Hz AC supply system, having bus bar chamber with insulated aluminium bus bars, 400 Amps rating installed on procelain insulators. The panel shall be dust and vermin proof, IP 65 class protection and made of 3.15 mm CRCA MS sheet and 40x40x6 mm thick angle iron frame work, powder coated finish over one coat of red oxide primer outside and two coat of red oxide primer on inside, front and rear opening type with aprons for cable entry, with double door shutter and locking arrangements (including provision of 65 mm Godrej freedom lock with two keys, internal wiring with PVC insulated multistranded copper conductor, FRLS cables, IS-694 marked of adequate size but not less than 4 Sqmm. The scope of work includes the following: -
34Incoming: (a) Aluminium bus bar of rating 150 Amps for four pole including PVC heat shrink sleeves (RYB &N) - 01 set (b) MCCB four pole 100 Amp ("C" curve), rupturing capacity - 16 KA, 415 Volts microprocessor control type - 01 No. Outgoing: (a) MCCB four pole 63 Amps ("C" curve), rupturing capacity - 16 KA, thermal magnetic release and adjustable over load settings, 415 volts AC, 50 Hz - 02 Nos (b) MCB 10 KA, 16 Amps ("C" curve), 02 pole - 02 Nos (c) Voltmeter, digital type, 0-500 Volts range with selector switch - 02 Nos (d) Ammeter, digital type, 0-500 Amps range with selector switch - 02 Nos (e) Star-delta starter suitable for 30 HP motor including all conected accessories and over/under current protection relay and automatic phase changer - 02 Nos (f) Astronomical timer - 01 No. Note: Before placeing order for LT Panel, the contractor will obtain written approval of drawing of LT panel from GE.
35Supply, installing and testing digital water level indicating device, operated on single phase supply, direct display in 150 mm size digit display system which must show water in meter/centimeter or gallon of water level of overhead tank ensuring alarm (1 minute auto off) while water level fall or rise beyond pre-defined limit. The entire unit must operate through a compact electronic circuit which must ensure reliable operation at 230 volts + 5% with reliable in digit display and alarm at low and high level of overhead tank. The circuit must be housed in MS CRC sheet box with nylon moulded connection strips. The product must be controlled by micro switch and should not be a sensor system. The whole unit must be electronically controlled and the upper level and lower level indicator must be highly sensitive micro switch. the complete unit must be in two parts. Each complete part must be fitted in MSCRC sheet box separately. One must be be installed at overhead tank and second at pump house with proper powder coating paints. The required flexible copper cable of 1.5 Sqmm, 3 core size from overhead tank to pump house must be provided for connection of both units duly encased in 20 mm bore GI light grade pipe fitted with clamps etc as required at site. All the provisions stated above shall be deemed included in the quoted unit rates.make Surya Electronics Jodhpur, M/S RDS Enterrpises Pune
36M&L for boring of holes under road, at a depth of 1 metre below pavement, hard standing be trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 200 mm bore suitable for 0.4 mpa working pressure, complete all as specified and directed.
37Supplying, fixing and testing of cast iron foot valve 100 mm size, flanged end ball type, PN 10 as per IS - 4038 and duly ISI marked, complete all as specified and directed.
38Construction of brick masonry valve chamber as per drg No. TD/2004/26 sheet 1/3 to 3/3 , of size 1.20m x 1.20m x 1.00m (internal dimensions) with PCC foundation 1:4:8 type D-2 using 40mm graded stone aggregate 150mm thick, 150mm wide offsets alround, brick work built in CM (1:6), 50mm thick coping in PCC (1:3:6) type C-1 finished even and smooth, rendering 15mm thick in cement mortar (1:6) finished even and smooth internally and rendering 20mm thick in cement mortar (1:4) finished fair and even externally including excavation earth work in any type of soil, 3mm thick MS sheet cover fixed on 50mm x 50mm x 6mm thick angle iron frame embedded in PCC coping with locking arrangement with 01 No lock 50mm size Make Godrej/Harrison and mild steel hold fast, mild steel handles and painting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer etc, complete all as specified and directed.
39Supply and fixing security light with 70 watt, 230 volts, 50 Hz LED type new generation saving and environmental friendly long life versatile pressure die cast aluminium housing IP - 66 luminaire with high power LED as light source, complete all as specified and directed.
40Supply and fixing thermoplastic cabin junction box for street lights of size 155x210x92 mm including terminals for cable connection with IP-66 protection of make Hensel cat No. DK 2500 G or equivalent in other approved makes including one MCB single pole 6 Amp 240 volts, 10 KA "C" curve mounted on DIN rail and connecting all the incoming and outgoing cable terminals with lugs, complete all as specified and directed.
41S&F energy saving IP-66 flood light luminaire, 60 watt, 5700K, symmetric, LED with high COB LED as light source including S&F 40 mm dia light grade GI pipe bracket, 1.20 m long, bent to shape as required, fixed on pole/building with suitable clamps including required, nuts, bolts and washers, complete all as specified and directed.
42S&F PVC insulated, PVC sheathed, 3 core, 1100 volts grade, 1.50 Sqmm stranded aluminium conductor cable for providing street light connection, complete all as specified and directed.
43Supply and laying or fixing or passing through pipe, 1100 volts grade heavy duty cable with PVC insulated stranded copper conductor served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed 4 sq. mm nominal cross section, 3 core, complete all as specified and directed.
44M&L Air termination, single pointed aluminium rod 12mm dia and 450mm long, complete all as specified and directed.
45S&F 40 watt LED based low intensity double dome red colour aviation obstruction warning light comprising of aluminium housing with polycarbonate enclosure, 230 volts AC, 50 Hz, complete all as specified and directed.
46Demolition and Dismantling of complete OH reservoir upto 60cm below GL, approximately 18.60 Metre staging, of capacity 1.00 lakh gallons, incuding reinforced cement concrete of any description and in any position not otherwise specifically provided for,including taking down CI/DI pipe, vaves, steel ladder, stairs incl railing etc., segregating of reinforcement by cuttingof concrete as required and stacking of all items at site of work for measurments and removing of debries out side of MD land complete all as specified and directed.
47Demolition and Dismantling of complete OH reservoir upto 60cm below GL, approximately 18.60Metre staging, of capacity 1.50 lakh gallons, incuding reinforced cement concrete of any description and in any position not otherwise specifically provided for,including taking down CI/DI pipe, vaves, steel ladder, stairs incl railing etc., segregating of reinforcement by cuttingof concrete as required and stacking of all items at site of work for measurments and removing of debries out side of MD land complete all as specified and directed.
48M & L for provn of steel gate 5.45 metre wide and 2.0 metre height with and including earth work, RCC pillars, plastering and finishing and painting & white washing complete all as specified and shown on TD/2004/13, Sheet 1/3 to 3/3 and as directed.
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