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Tender Value
₹1.7 Cr
EMD Value
₹2.4 L
Closing Date
9 Oct 2026, 6:55 pm
CHIEF ENGINEER RND SECUNDERABAD
CHIEF ENGINEER RND SECUNDERABAD OPP JUBILEE BUS STATION PICKET SECUNDERABAD 500003
PROVISION OF VOLLEY BALL COURT WITH ASSOCIATED FACILITIES AND ADDITION ALTERATION TO INDOOR BADMINTON COURT AND GYMNASIUM OF SPORTS COMPLEX IN DRDO TOWNSHIP, PHASE-II, CV RAMAN NAGAR, BANGALORE
2026_MES_787840_1
82681
Open Tender
Civil Works
Lump-sum
365 days
EAST BANGALORE
Class B category a(i)
7 documents required · 7 mandatory
₹1,000
GARRISON ENGINEER I RND EAST BANGALORE
₹2.4 L
Yes
4 Sept 2026
4 Sept 2026
12 Oct 2026
4 Sept 2026
9 Oct 2026
2 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule 'A' Part-I (BUILDINGS AND STRUCTURES) This Schedule (contains under mentioned Sl item No. 1.01) 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 Col 6. | |||||
| - | Lump sum price worked out by the Contractor for “BADMINTON COURT AND GYMNASIUM” as listed in Schedule ‘A’ Part - III representing __________ % ____________ percent Above / Below the lump sum price of `27,41,738.11 inserted by the MES in Schedule ‘A’ Part - III | 1 | LUMPSUM | 27,41,738.11 | ₹27,41,738.11 |
| - | Lump sum price worked out by the Contractor for “SEATING ARRANGEMENT” as listed in Schedule ‘A’ Part - IV representing __________ % ____________________ percent Above / Below the lump sum price of ₹14,35,374.20 inserted by the MES in Schedule ‘A’ Part - IV | 1 | LUMPSUM | 14,35,374.2 | ₹14,35,374.2 |
| - | Lump sum price worked out by the Contractor for VOLLEY BALL GROUND as listed in Schedule A Part - V rep | 1 | LUMPSUM | 4,41,468.86 | ₹4,41,468.86 |
| - | deg as per the application and the project requirement, suitable tiltable @AHIUfitting, life time (LED, driver & electrical circuitry) of minimum 50000 burning hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K / 6500°K (as per ANSI Bin), SDCM (Standard Deviation Colour Matching) <5, maximum power consumption should not more than the specified rating and fixture shall be of relevant BIS standard complete in all respect including external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with minimum 05 year OEM warranty.System lumen efficacy >135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted, shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) and 2.5 Sqmm three core (nominal area) PVC insulated and PVC sheathed multistranded unarmed copper conductor cable LT 1100 volt grade FRLS drawn through pole for connecting to flood light and pole JBs with cable terminal pole wirings connecting up with flood light feeder (Junction Box) including unplasticised ßPVC pipes of pressure rating 10 Kgf/cmSq 15mm bore and 3mm thick complete fixed on pole using suitable clamps nuts & bolts (not less than 03 Nos) complete with made to bracket made of MS channel 75 x 5mm approx. 1.2mtr length and fixed to pole with FI 50mm x 6mm clamps, 02 Nos and suitable size necessary nuts & bolts, including complete set painting of two coat red oxide and aluminium painted fittings with swaged tubular pole connected complete all as specified and directed.S&F, pole mounting type junction box factory made, water proof & fire proof, Sheet Moulding Compound (SMC) of minimum size 290 x 200 x 100mm of FRP sheet duly powder coated with front openable hinged door, locking arrangements with 04 Nos aluminium bus bars 63 Amps rating mounted on SMC / porcelain insulator, cable glands and lugs consisting DIN type rails for fixing MCB SP 6/10 Amps, 10 kA suitable for domestic loading - 01 No., including mild steel flat iron clamp and supporting flat iron made out of 40 x 4mm FI, nuts, bolts and washers duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.ÝS&F in repair automatic operation street light timing switch having lighting control (ON-OFF) through Astronomical Calculation of sunrise / sunset by setting date, time and degree of longitude and latitude without separate light sensors and prewired with suitable size of copper conductor single core PVC insulated and sheathed cable and all mechanism fitted into panel, outdoor type, pole mounted with FI 25 x 4mm clamps, nuts, bolts and washers duly painted, connecting and testing factory made, epoxy powder coated, three phase street light panel, Astronomical 24 hrs, suitable for 12 KW (max) complete with 63 Amps TP contactor and 63 Amps TPN MCBs and fixed on pole / wall / feeder pillar complete all as specified and directed.ªSupply, installing, testing & commissioning of LT outdoor type factory made (CPRI approved), feeder pillar box of size 900mm x 750mm x 450mm (overall dimension) with mild steel angle iron of size 40 x 40 x 5mm vertical frame and legs with mild steel flat iron 40 x 6mm in horizontal sides of the frame LT FPB (KIOSK), outdoor type, platform mounted, suitable for 415 volts 3 phase 4 wire, 50 Hz AC supply system, the panel shall be dust and vermin proof, IP 65 class protection and made of 3.15mm MS sheet and 40 x 40 x 5mm thick angle iron frame work, powder coated finish over one coat of red oxide primer outside and two coats of red oxide primer on inside, front & back opening ªtype with aprons for cable entry and fixing danger notice plate made of 1.6mm thick mild steel sheet, vitreous enamelled white of size 20 x 15cm with letter, figures and conventional skull bones in signal red colour and fixed front and back door pillar box with voltage and danger indicated in Hindi and English with double door shutter and locking arrangement (including provision of 65mm Godrej (Freedom) stranded lock - 02 Nos with 3 keys with MCCB 4 pole, 415 volts AC grade, 160 Amps rating and 25 KA rupturing capacity - 01 No aluminium bus bar of size 10 x 6mm x 400mm long with drilled holes for incoming / outgoing cable core connection including aluminium lugs, GI bolts, hnuts and washers of suitable size, procelain / synthetic bridge insulators, heavy duty with necessary steel / GI screws, bolts, nuts and washers, platform for the panel with PCC 1:4:8 type D2 with 40mm graded crushed stone, 15cm thick in foundation, brick work in CM 1:6 with sub class 'B', old size bricks, rendering 15mm thick in CM 1:6 on exposed surfaces and 100mm thick PCC padding 1:3:6, type C1 using 20mm graded crushed stone aggregate on top and grouting bolts for feeder pillar box, the platform shall be such that it is of a height 45cm above the nearest road level complete all as specified and directed.
Lump sum price worked out by the Contractor for INTERNAL ELECTRIFICATION as listed in Schedule A Part - VII representing _____________ % __________________ percent Above / Below the lump sum price of ¹ 6,85,145.00 inserted by the MES in Schedule A Part - VII1IÒÞ Lump sum price worked out by the Contractor for EXTERNAL WATER SUPPLY as listed in Schedule A Part - VIII representing ____________ % _____________________ percent Above / Below the lump sum price of `66,173.50 inserted by the MES in Schedule A Part - VIII1FÒÓÜ Lump sum price worked out by the Contractor for EXTERNAL ELECTRIFICATION as listed in Schedule A Part - IX representing _________ % __________________ percent Above / Below the lump sum price of `5,13,547.00 inserted by the MES in Schedule A Part - IX1IÌÍØ Lump sum price worked out by the Contractor for SEWAGE DISPOSAL as listed in Schedule A Part - X representing ____________ % _____________________ percent Above / Below the lump sum price of `46,097.26 inserted by the MES in Schedule A Part - X1@ÉÊÓ Lump sum price worked out by the Contractor for COMPOUND WALL, FENCING AND GATE as listed in Schedule A Part - XI representing __________ % _________________ percent Above / Below the lump sum price of ¹ 14,55,245.94 inserted by the MES in Schedule A Part - XI1PÓàùINTERNAL WATER SUPPLY
S&F, health faucet (ABS body) mild steel chromium plated suitable for 15mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified and directed.S&F, fancy type chromium plated 2 way bib tap 15mm dia with CP flange as fixed in repair complete all as specified and directed.S&F in repair 15mm pillar taps, cast copper alloy fancy type, chromium plated screwed down high pressure with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly nuts, screwed for iron pipe including taking down old pillar taps complete all as specified and directed.·S&F, PVC floor trap with plain / single hole CP grating including jointing to waste pipe in cement joint of outlet 75mm dia as fixed in repairs complete all as specified and directed.ý Schedule 'A' Part-XII
This Schedule is not prepriced by MES and the prepriced rate indicated in Col - 5 as ¹ 0.00 indicates this fact only. The tenderer is required to quote their rates in Column 6. This Schedule constitutes Sl. Item Nos. 13.00 to 41.00.îüý Lump sum price worked out by the Contractor for SITE CLEARANCE" as listed in Schedule A Part - II representing ______________ % _________________ percent Above / Below the lump sum price of `1,37,266.95 inserted by the MES in Schedule A Part - II1?ÃÄÏõ Lump sum price worked out by the Contractor for INTERNAL WATER SUPPLY as listed in Schedule A Part - VI representing ________ % ____________ percent Above / Below the lump sum price of ¹ 13,929.15 inserted by the MES in Schedule A Part - VI1F½ÇConstruction of "Sanitary annexe, sports store & changing room" including all fittings and fixtures complete all as specified and as shown on drawings. | 8 | EACH JOB | - | - |
| - | BADMINTON COURT AND GYMNASIUM
Supply and installation of USFS FLOOR 21mm SPORTS WOODEN FLOORING BWF STANDARD with 57to 90mm width and in random length in tongue and groove shape, the edges of the boards will have a finger lock groove and the bottom side with air pass groove fixed on pine wood runners of 70mm x 45mm treated with anti-termite solution and fixed on the bottom side with 10mm thick air-cushion pads by staple through the two wings at 350mm c/c an expansion gap of 12 to 15mm will be left open between the wooden flooring and the surrounding tiled area or walls, after installation the floor will be machine sanded in uniform level with water base PU polish complete all as specified and directed. | 298.8 | SQUARE METRE | - | - |
| - | Supply and installation of BWF approved Sports Synthetic PVC Vinyl Flooring 4.5MM (Crystel Sand Pattern) with installation and Pre-Mark marking. Technical details:-
• Surface treatment - PUR coating with UV treatment.
• Impact Resistance - DIN 18032 8.
• Indentation Resistance - EN 1016 0.50.
• Chemical Resistance - Excellent.
• Fire Resistance (Grade) - C-s1.
• Vertical Deformation - 1.5mm.
• Ball Bounce - >90%.
• Shock Absorption % >30.
• Roll Width - 1.8 Mtr.
• Roll Length - 15 Mtr. | 149.4 | SQUARE METRE | - | - |
| - | (a) M&L for mechanical cleaning of surface to make it free from any bituminous residue / dirt oil and greese all as specified and directed by GE/Engineer-in-Charge.
(b) M&L for cracks treatment by cutting open cracks and cleaning it from dirt / loose materials and filling with polyurethane based sealant with and including application of PU based primer all as directed by GE/Engineer-in-Charge. | 137.6 | SQUARE METRE | - | - |
| 16.01 | (c) M&L for applying water based polyurethane modified dispersion (single component, cold applied, non toxic, VOC complaint) in 03 coats including 01 coat of primer of same material after dilution of water at 50% or specific primer matching same material as per manufacturer specification and as directed by GE/EIC. A layer of geotextile grid of minimum 40gsm sandwich in between two PU layers as per manufacturer’s specification be provided.
Properties of Polyurethane based chemical shall confirm to following techincal parameters:- | - | - | - | - |
| 16.02 | (i) Highly elastic
(ii) UV resistance
(iii) Adhesion to concrete >1N/Sqmm
(iv) Tensile Strength - not less than 2.0 N/Sqmm for free film
(v) Elongation - not less than 300%
(vi) Solid content by weight - not less than 60%
(vii) Air/Water permeability BSEN 12390 at 5 bar - 72 hours should be NIL and minimum dry film thickness of water proofing membrane must be 1.0mm
(viii) Accelerated weathering (ASTM 453): Pass 1000 Hours.
(ix) Reaction to fire - non inflammable. | - | - | - | - |
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