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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC H NO 9 9 1 1 DOCTOR S COLONY SHIVAJIPALEM VISAKHAPATNAM 530 017 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530017 | ₹2.2 Cr | L1 | Accepted-AOC THE BIDDER IS THE LOWEST L1 BIDDER |
| 2 | L2₹2.3 Cr+₹13.7 L (6.33%)Rejected-Finance D NO 39 9 99 56 FLAT NO 501 SRI SAMPATH RESIDENCY MURALINAGAR VISAKHAPATNAM 530 007 | VISAKHAPATANAM | ANDHRA PRADESH | 530007 | ₹2.3 Cr+₹13.7 L (6.33%) | L2 | Rejected-Finance THE BIDDER IS NOT LOWEST |
| 3 | L3₹2.4 Cr+₹18.8 L (8.66%)Rejected-Finance FLAT NO 304 SN TOWERS JAGANNADHAPURAM JUNCTION AKKAYYAPALEM VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | ₹2.4 Cr+₹18.8 L (8.66%) | L3 | Rejected-Finance THE BIDDER IS NOT LOWEST |
| 4 | L4₹2.4 Cr+₹19.1 L (8.78%)Rejected-Finance DR NO 45 57 20 2 FLAT NO 502 SREE MUKTHA ARCADE NARSIMHA NAGAR VISAKHAPATNAM 530 024 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530024 | ₹2.4 Cr+₹19.1 L (8.78%) | L4 | Rejected-Finance THE BIDDER IS NOT LOWEST |
| 5 | L5₹2.4 Cr+₹22.6 L (10.4%)Rejected-Finance DOOR NO 50 53 2 5 FLAT NO 504 SRI SAI VENKATESHWARA RESIDENCY NE LAYOUT SEETHAMMADHARA VISAKHAPATNAM 530 013 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530013 | ₹2.4 Cr+₹22.6 L (10.4%) | L5 | Rejected-Finance THE BIDDER IS NOT LOWEST |
| Sl No | Description | Qty | Unit | SERVO-TECH ENTERPRISES H7 | Mahamaruti Constructions H3 | MURALI KRISHNA ASSOCIATES H5 | ARP ENTERPRISES H6 | BHASKARA INFRA H4 | BALAJI MATRIX HOLDINGS H1 | CIVILEC ENGINEERING WORKS H2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE "A" PART - I [CIVIL REPAIR WORKS] | ||||||||||
| 1.01 | Taking down chowkat or frames with shutter (without taking off shutters from the frame) exc 1.5 sqm but not exc 4.0 sqm complete all as specified and directed. | 10 | Each | 220 ₹2,200 | 150 ₹1,500 Lowest | 225 ₹2,250 | 200 ₹2,000 | 360 ₹3,600 | 400 ₹4,000 | 300 ₹3,000 |
| 1.02 | Demolition of cement concrete [reinforced] of any description and in any position not otherwise specifically provided for and reinforcement cut as required to facilitate demolition, complete all as specified and as directed. Note: Separating of reinforcement will be measured and paid separately under relevant item. | 4.8 | Cubic Metre | 900 ₹4,320 | 1,000 ₹4,800 | 450 ₹2,160 Lowest | 800 ₹3,840 | 1,800 ₹8,640 | 1,700 ₹8,160 | 1,500 ₹7,200 |
| 1.03 | Separating, scraping and cleaning of reinforcement complete all as specified and directed. Note: Demolition of concrete measured and paid separately under relevant item. | 1.2 | Quintal | 720 ₹864 | 1,200 ₹1,440 | 270 ₹324 Lowest | 1,000 ₹1,200 | 1,800 ₹2,160 | 1,000 ₹1,200 | 1,200 ₹1,440 |
| 1.04 | Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness, complete all as specified and directed. | 141.05 | Cubic Metre | 630 ₹88,861.5 | 900 ₹1,26,945 | 360 ₹50,778 Lowest | 1,000 ₹1,41,050 | 1,800 ₹2,53,890 | 1,300 ₹1,83,365 | 1,100 ₹1,55,155 |
| 1.05 | Dismantling floor, hearth or wall tiling including cement mortar bedding including removal serviceable tiles to store and rubbish off the premises to a distance exc. 1.5km but not exc. 5.0km, complete all as specified and as directed. | 85 | Square Metre | 63 ₹5,355 | 75 ₹6,375 | 36 ₹3,060 Lowest | 50 ₹4,250 | 63 ₹5,355 | 100 ₹8,500 | 90 ₹7,650 |
| 1.06 | Taking down cement plaster on brick or stone walls etc. including racking out joints hacking for key, scrubbing down with water etc. and rubbish off the premises to a distance exc. 1.5km but not exc. 5.0km, complete all as specified and as directed. | 50.1 | Square Metre | 75 ₹3,757.5 | 75 ₹3,757.5 | 36 ₹1,803.6 | 30 ₹1,503 Lowest | 63 ₹3,156.3 | 90 ₹4,509 | 75 ₹3,757.5 |
| 1.07 | Dismantling of wall and ceiling boards (fiber, pulp, insulations, etc.) or insulation boards/slabs/ ceiling of any thickness, including cover fillets and frame, complete all as specified and directed. | 21.42 | Square Metre | 40 ₹856.8 | 25 ₹535.5 Lowest | 36 ₹771.12 | 50 ₹1,071 | 27 ₹578.34 | 45 ₹963.9 | 35 ₹749.7 |
| 1.08 | Removing building materials etc. (other than spoil payable under Earthwork) outside MD land at GVMC designated places exc. 1.5km but not exc. 5km, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and directed. | 145.85 | Cubic Metre | 550 ₹80,217.5 | 900 ₹1,31,265 | 1,260 ₹1,83,771 | 250 ₹36,462.5 Lowest | 630 ₹91,885.5 | 350 ₹51,047.5 | 300 ₹43,755 |
| 1.09 | Material and labour for brickwork with Fly Ash Bricks, using old size bricks straight or curved on plan exceeding 6m mean radius, using modular bricks built in Cement Mortar 1:4, complete all as specified and directed. | 2.9 | Cubic Metre | 7,200 ₹20,880 | 6,400 ₹18,560 | 6,300 ₹18,270 | 7,500 ₹21,750 | 6,300 ₹18,270 | 900 ₹2,610 | 800 ₹2,320 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹3.0 L
Closing Date
5 Dec 2025, 6:00 pmClosed
Brig Sushil Kumar DDG CE
DDG and CE DGNP Naval Base Post Visakhapatnam 530014
Augmentation of facility at MID Department at ND Visakhapatnam
2025_MES_736508_1
DDG CE V TOKEN 12 OF 2024- 2025
Open Tender
Civil Works
Item Rate
270 days
Visakhapatnam
As per NIT
8 documents required · 8 mandatory
₹2,000
DGNP
₹3.0 L
Yes
DDG and CE Conference hall
27 Apr 2026
23 Oct 2025
12 Dec 2025
23 Oct 2025
5 Dec 2025
28 Nov 2025
23 Oct 2025 - 6 Nov 2025
7 Nov 2025
SCHEDULE "A" PART - I [CIVIL REPAIR WORKS]
Taking down chowkat or frames with shutter (without taking off shutters from the frame) exc 1.5 sqm but not exc 4.0 sqm complete all as specified and directed.
Demolition of cement concrete [reinforced] of any description and in any position not otherwise specifically provided for and reinforcement cut as required to facilitate demolition, complete all as specified and as directed. Note: Separating of reinforcement will be measured and paid separately under relevant item.
Separating, scraping and cleaning of reinforcement complete all as specified and directed. Note: Demolition of concrete measured and paid separately under relevant item.
Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness, complete all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding including removal serviceable tiles to store and rubbish off the premises to a distance exc. 1.5km but not exc. 5.0km, complete all as specified and as directed.
Taking down cement plaster on brick or stone walls etc. including racking out joints hacking for key, scrubbing down with water etc. and rubbish off the premises to a distance exc. 1.5km but not exc. 5.0km, complete all as specified and as directed.
Dismantling of wall and ceiling boards (fiber, pulp, insulations, etc.) or insulation boards/slabs/ ceiling of any thickness, including cover fillets and frame, complete all as specified and directed.
Removing building materials etc. (other than spoil payable under Earthwork) outside MD land at GVMC designated places exc. 1.5km but not exc. 5km, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and directed.
Material and labour for brickwork with Fly Ash Bricks, using old size bricks straight or curved on plan exceeding 6m mean radius, using modular bricks built in Cement Mortar 1:4, complete all as specified and directed.
Material and labour for dark shade/double charged/ultra charged vitrified tiles 10mm thick (square/rectangular) polished area of each tiles exceeding 0.36 Sqm but not exceeding 0.42 Sqm , in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles with and including backing layer of 15 mm thick screed bed in cement mortar 1:4, complete all as specified and directed.
Material and labour for dark shade/double charged/ultra charged vitrified tiles 10mm thick (square/rectangular) polished area of each tiles exceeding 0.36 Sqm but not exceeding 0.42 Sqm , cut to size required as in dados and skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles with and including 10mm thick rendering as backing coat in cement mortar (1:4) for receiving of tiles complete all as specified and directed.
Supply and application of epoxy bonding agent - 'Nitobond EP'/Epoxy bonding agent of STP Ltd (Or equivalent ) on the prepared old concrete surface using brush or roller as per manufacturer specification or as directed by Engineer-in-Charge
Material and labour for granolithic concrete 1:1:2 floor topping 30mm thick, laid over cement concrete subfloors etc. and finished to the surface even and fair, complete all as specified and as directed.
Material and labour for wear proof topping 20mm thick as specified (incorporating an approved metallic floor hardener), as per manufacturer instructions laid on concrete floors and pavings, and finished even and smooth (except metallic hardener), complete all as specified and as directed.
Supply only metallic Floor hardener, complete all as specified and as directed.
Material and labour for forming Construction joint joints 30mm deep x 10mm wide, filled with sealing compound, grade 'A', complete all as specified and directed.
Material and labour for groove cutting and filling with semi-rigid heavy duety epoxy urethane joint sealant 'Nitoseal PU280'/Shaliseal PU PG 2K (Or Equivalent) having MAF-10%, groove size of 10mm x 10mm, complete all as directed by Engr-in-Charge.
Material and labour for non-skid resistant polymer flooring (epoxy self levelling topping for 4mm - Nitoflor SL 4000/Shalifloor SL of STP Ltd) (Or equivalent ), complete all as directed by Engr-in-Charge.
Material and labour for rendering 10mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:4 finished even and fair without using extra cement complete all as specified and as directed.
Material and labour for applying two coats of distemper acrylic emulsion paint with and including a coat of wall care putty and priming coat of alkali resistant primer, with and including preparation of newly plastered surfaces, all as per manufacturer's instructions, complete all as specified and as directed.
Material and labour for complete removal of existing treatment and applying two coats of distemper acrylic emulsion paint with and including a coat of wall care putty and priming coat of alkali resistant primer, with and including preparation of the surfaces, all as per manufacturer's instructions, complete all as specified and as directed.
Providing & fixing false ceiling at all heights with semi perforated 12mm thick micro tegular edged GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of size 595 x 595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC 0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (Part-4)-1970 and light reflectance of 85% (minimum) to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mm thick (galvanized @ 1250 grams per sqm including both sides) comprising of main-T runners of size 15 x 32mm of length 3000mm, cross -T of size 15 x 32mm of length 1200mm and secondary intermediate cross-T of size 15 x 32mm of length 600mm to form grid module of size 600 x 600mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50mm long, 8mm outer diameter M-6 dash fasterns, 6mm dia fully threaded hanger rod upto 1000mm length and L-shape level adjuster of size 85 x 25 x 2mm. Galvanised iron perimeter wall angle of size 24 x 24 x 0.40mm of length 3000mm to be fixed on periphery wall/ partition with the help of plastic rawl plugs at 450mm center to center and 40mm long dry wall wood screws. The work shall be carried out as per specifications, drawings and as per directions of the Engineer-in-Charge
Supply & fixing aluminium powder coated (minimum thickness of powder coating 50 micron) frame for doors, windows and ventilators with one or more rebates of extruded built up standard tubular and other section of approved make, according to IS 1868 (Thickness of powder coating not less than 50 micron) fixed with rawl plugs, screws or fixing with clamps or with expansion hold fasteners including necessary filling up of gaps of junctions at top, bottom and sides with required EPDM / PVC/neoprene gasket etc., aluminium sections should be smooth, rust free, straight mitred and jointed mechanically wherever required including cleat angle, PVC/Neoprene gasket for glazing, panelling, aluminium anodised screws etc. complete all as specified and as directed.
Supply & fixing Aluminium Powder coated (minimum thickness of powder coating 50 micron) for doors, windows, ventilators and partitions (Fixed portions) , tracked windows, sliding doors with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ panelling, C.P. brass/ stainless steel screws, complete all as specified and directed.
itemH1Code77
Supply & fixing minimum 5.5mm thick sheet glass of ordinary quality of approved brand fixed in position with and including PVC/Neoprene gasket for glazing, glazing clips in doors, windows, partitions etc., as in squares exceeding 0.50 Sqm in each pane etc., with all required accessories, complete all as specified and directed.
Supply & fixing 12mm thick pre-laminated particle board, exterior grade, pre-laminated on both sides with decorative choice lamination and fixed in aluminium partitions, doors shutters etc., fixed with and including 12mm thick rubber gasket, aluminium glazing clips, complete all as specified and as directed.
Supply & fixing aluminium (die cast body) door closer hydraulically regulated, designation No.3, universal type, suitable for door shutters of 851 to 1000mm in width and of weight between 61 to 80 kg and fixed complete all as specified and as directed.
Supply & fixing brass mortice locks, vertical type 100mm size 4 levers, complete all as specified and as directed.
Supply & fixing 150mm long aluminium, anodised barrel tower bolts of extruded section complete all as specified and as directed.
Supply & fixing floor door stopper with rubber shoe 150/140mm long of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed complete all as specified and as directed.
SUB TOTAL OF SCHEDULE "A" PART - I
SCHEDULE "A" PART - II [INTERNAL ELECTRIFICATION]
Supply and fixing for Circuit / Sub main wiring with two runs of 4.0 Sqmm PVC FRLSH insulated copper conductor cable, single core multi stranded 1100Volt along with one run of 4.0 Sqmm as earth wire, drawn through and including PVC conduit of suitable size minimum 25mm dia, concealed type, medium grade as per IS 9537 (Part 3-1983) with conduit accessories, complete all as specified and as directed.
Supply and fixing of vertical TPN DB suitable for MCCB 125A incomer double door type IP 43 protection sheet metal enclosure 12 ways 36 module, complete all as specified and directed by Engineer-in- charge.
Supply and fixing of vertical TPN DB suitable for MCCB 125A incomer double door type IP 43 protection sheet metal enclosure 08 ways 24 module, complete all as specified and directed by Engineer-in- charge.
Supply and fix 4 Pole MCCB 125A, 50Hz, 415V, with rupturing capacity 35kA, complete all as specified and as directed by Engineer-in-Charge
Supply and fixing 415V 10KA 'C' curve miniature circuit breaker (MCB) of TP 25 to 63 amp and current carrying capacity in the DB complete with connection testing and commissioning, complete all as specified and as directed.
Supply and fixing motorised roof air ventilator of size 24" capacity 10000cfm MOC:FRP 4mm ,height 22inch, length 2000mm, width 1000mm, both side grill, rpm 960, 230 Volts, No. of blade 6, complete all as specified and as directed by Engineer in Charge.
itemH1Code78
Supply, laying, testing and commissioning of LT XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty) with aluminium conductor, 1100 volts Earthed, grade cross sectional area 25 sq. mm, 4 core with and including cable glands, ferrules and connected accessories laid in trenches or through pipe etc., complete all as specified and as directed.
SUB TOTAL OF SCHEDULE "A" PART - II
SCHEDULE "A" PART - III [EOT CRANE]
Dismantling and taking down existing 2.0 ton crane, handed over to user department (necessary receipt voucher to be obtained duly signed and kept on record) and design, fabricate, supply, erect, test and commissioning of 2 Ton Capacity Single girder EOT crane push button and radio remote control system complete with span of 16 Mtrs (approx.), long travel of 50 Mtr and lift hook 12 Mtr from floor level including supply, laying of crane track rail of suitable cross section on existing gantry girder and painting the girder including auxiliary hoist, three phase, electrically operated with connected accessories like rope drum, steel wire rope, sheaves, pulleys, hydraulic thruster brake, single phase preventer, over load relay, SFU, air brake contactor, main hoist motor, micro hoist motor, cross travel motor, long travel motor, lifting hook, service platform, walk way with railing, ladders, buffers, provision safety siren for overload, load indicator, safety hooks/clamps on wall for operation and maintenance of track and DSL system etc. complete etc. complete all as specified and directed by Engineer-in-Charge including the following :- (a) Design supply, install, test and commissioning DSL system with PVC shrouded copper bus bar for 3 phase and neutral including earth bus system all as specified suitable for 2 TON EOT Crane, complete all as specified and directed.
(b) Provision of LT power cable of suitable size from the panel board to crane. (c) Provision of additional push button system with interlocking wiring etc., complete as per OEM specification. (d) Main hoist speed - 3 Mtr/min (g) Main creep speed - 0.3 Mtr/min (e) long travel speed - 5 Mtr/min (j) Long creep speed - 1 Mtr/min (f) Cross travel speed - 10 Mtr/min (l) Cross creep speed - 1 Mtr/min Note:- (i) All the crane/hoists are including gantry rails of suitable size DSL system with PVC shrouded copper bus bar etc. complete. (ii) All micro speed will be 1/10 of main speed by all motions. (iii) Audio visual alarm to provide to all motions, single phase preventer, over load relay, safety siren/overload alarm and ladder from floor level. (iv) All cranes & hoist shall confirm to IS 807 & IS 3177. (v) The bidder have to visit the site before quoting the tender please
SUB TOTAL OF SCHEDULE "A" PART - III
SCHEDULE "A" PART - IV [FIRE DETECTION SYSTEM]
Supply and fixin
Supply and fixing addressable intelligent touch screen type fire alarm repeater panel with graphic display touch screen (480x272 TFT 4.3") 14 LED front. 2 RS 485 for connection complete etc. complete all as specified and directed by Engineer-in-Charge.
Supply and fixing addressable type manual call point resettable type for indoors and out doors with Fire indication complete etc. complete all as specified and directed by Engineer-in-Charge
Supply and fixing addressable type loop sounders alongwith inbuilt isolator complete etc. complete all as specified and directed by Engineer-in-Charge.
Supply and fixing addressable type loop Open Area sounders alongwith inbuilt isolator complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 2 core x 1.5 sqmm copper armoured cable nominal cross section area FRLS PVC insulated unsheathed cable with copper conductor, multi stranded 1100 V as per IS: 1554 including wall mounting/ceiling mounting with saddles clamps screws junction boxes and required necessary earthing etc. complete all as specified and as directed by Engineer-in-charge.
Supply and fixing 19mm dia rigid PVC conduit complete all as directed complete all as specified and directed by Engineer-in-Charge.
Supply and fixing multi type multi sensor (smoke detectors/heat detectors) and IR/UV/Flame detectors as required and to be installed as per IS specifications, complete all as specified and as directed.
SUB TOTAL OF SCHEDULE "A" PART - IV
Supply & fixing powder coated aluminium door shutters, sections weight not less than 0.55 kg/m including necessary joining cleats, glazing clips, rubber neoprene packing and powder coated aluminium snap beading screws complete all as specified. (thickness of powder coating not less than 50 micron) as per architectural drawings and complete all as specified and directed. Note : Only aluminium shutter for the doors shall be measured in sqm. All the aluminium fittings/fixtures such as butt hinges, tower bolts, handles etc., Pre-laminated particle board and sheet glass shall be measured and paid separately under relevant items
SCHEDULE "A" PART - V [AIR CONDITIONING & REFRIGERATION]
Supply and install voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 Volts to 250 V with output voltage stabilised at 230 V with accuracy of + 2.5% and of capacity 5 KVA including all accessories complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing of single pole and neutral metal clad enclosure with 2 pin and earth plug and socket complete with one single Pole MCB of capacity 20 Amps, 240V complete all as specified and as directed by Engineer-in-charge.
SUB TOTAL OF SCHEDULE "A" PART - V
SUB TOTAL OF SCHEDULE "A" PART - VI
Supply, lay in ducts, jetty gallery connect, test and commissioning ductile Iron pressure pipe of size 150mm dia with both sides flanged and conforming to IS-8329 : 2000 in standard maximum lengths, class K-9, flange rating PN-10, fixing and lining inside with cement mortar (CML) outside with bituminous coating as per Annx `C' of IS-8329 including taking down existing pipe, complete all as specified and as directed by Engineer-in-Charge. 1. Necessary fittings will be measured and paid separately as "Supply only".
Supply only DI Specials such as Bends , tapers any type, Tee pieces, single branch, "Y" junction, double branch, cross, collars, caps and plugs for connecting up to 400mm bore DI Pipe all as per IS:9523, complete all as specified and as directed. Note: Fittings shall be conforming to IS 9523:2000.
Supply and fixing in repair Single Headed Fire Hydrant Landing Valve of Type A of size 63 mm dia confirming to IS-5290 including all Joints and Jointing Material complete all as specified and as directed.
Material & labour for hose box made of 18 gauge MS Sheet 800mm X 600mm X 250mm with double door with 4 mm thick glasses and door frame made of 16 gauge MS sheet painted fire red out side and brilliant white inside yard complete all as specified and directed by Engineer-in-Charge.
Material & labour for fire hose of synthetic fiber 15 mtrs, 63mm dia as per IS 903 with IS Mark including gun metal coupling (Male and female parts), complete all as specified and as directed.
Supply & fix in repair fire hydrant stand posts 80mm dia 1.5 mtr height with provision of single outlet confirming to IS 908 complete all as specified and directed by Engineer-in-Charge.
Cutting existing CI/DI/MS Pipe line 150 mm dia & reducing to required length before laying including insertion of new tees, branches etc. for connecting of suitable size, complete all as specified and directed.
Supply and fixing of sluice valve, flanged of class PN 1.6 of size 150 mm dia including steel spindle with head, iron wheel, gland with gland packing, etc. and necessary fixing arrangement like rubber gasket etc., complete all as specified and as directed by Engineer-in-charge.
Supply, installation, testing and commissioning in repair of 150mm dia 2 way fire brigade inlets with isolation valve with instantaneous SS coupling, 63mm dia with required fittings, complete all as specified and directed by Engr-in-Charge.
Material & labour for Valve chamber of size 1500mm x 1500mm x 1200mm internal dimensions, with and including excavation in any type of soil, spreading, levelling and refilling etc. PCC (1:4:8) type D2 for foundation, Fly ash brick work of one brick thick wall in CM (1:4) including internal plaster 15mm thick in CM (1:4) external plaster 15mm thick(1:4) upto 150mm below GL and providing coping in PCC (1;2:4) type B1, angular iron frame of size 50x50x6mm with 6mm thick MS plate cover complete including locking arrangements and having FRP coating of 2mm thick on both inside and outs
ide surfaces all as shown in TD drawing and complete all as specified and as directed by Engineer-in-Charge.
Supply and fix CO2 stored pressure type, fire extinguishers - 9.0 Kg capacity complete with initial charge, gun metal cap, discharge hose with AB horn, nozzle, wall fixing brackets etc. confirming to IS : 15683 with ISI mark complete all as specified and as directed by Engineer-in-Charge.
Supply and fix light weight screw grip type CO2 fire extinguishers - 4.5 Kg capacity complete with initial charge, gun metal cap, discharge hose with AB horn, nozzle, wall fixing brackets etc. confirming to IS : 15683 with ISI mark complete all as specified and as directed by Engineer-in-Charge.
SCHEDULE "A" PART - VI [EXTERNAL FIRE FIGHTING SYSTEM]
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