UT Administration Of Dadra And Nagar Haveli Tender
View complete overview of Dadra & Nagar Haveli UT Administration Of Dadra And Nagar Haveli Tender
UT Administration Of Dadra And Nagar Haveli Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Sep 2024
Closing Date14 Sep 2024
Tender Amount₹ 3,54,36,690
Costs
EMD
₹ 7,09,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UTDNH_7228_1Tender No
E-TENDER NOTICE NO. 20 OF 2024-25 (BLDG)Tender Authority
UT Administration Of Dadra And Nagar Haveli ViewPurchaser Address
-Website
http://dnhtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Filling in foundation and plinth with murrum or selected soil in layers of 20 cm in thickness including watering ramming and consolidating etc. complete ( executed with mechanised efforts / machinaries )
7509.6
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Filling in planter and garden with selected soil in layers of 20 cm in thickness including watering ramming and consolidating etc. complete for all lead and lift
1029.24
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Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil ( executed with manual labour )
80
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Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil ( executed with manual labour )
80
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Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard Murrum ( executed with manual labour )
30
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Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil ( executed with manual labour )
30
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Providing Material and Labour for in position Ready Mixed M-150 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 320 kg ) as directed by Engineer-incharge including all material and labour complete.
992.25
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Providing Material and Labour for in position Ready Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and excluding the cost of reinforcement,, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )
(a) Foundations, footings Bases of columns and the like and Mass concrete.
88.2
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Providing Material and Labour for in position Ready Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, including the cost of centering shuttering finishing and excluding the cost of reinforcement,, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg ): incl. all lead,lifts, curing etc for (d) Columns, pillars, posts and struts up to floor two level. For Ground floor and first floor
33.6
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Providing and Laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg ) : incl. all lead,lifts, curing etc for For Plinth Slab
24.15
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providing and fixing formwork of ordinary timber planking so as give a rough finish including cenering, shuttering and propping etc. height of propping and centering below supprting floor to ceiling not exceeding 4 mt and removal of the same for in sity reinforced concrete and plinth concrate work in (A) Foundations, footing base of column etc. , and mass concrete.
887.25
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Providing Material and Labour for fixing TMT FE - 500D (Ductile) steel bars reinforcement for rcc work confirming to IS 1789-2008 and of tested quality of TATA, SAIL, JINDAL, ELECTOTHERM or equivalent make including bending, binding and placing in position as per the drawing and instruction of Engineer-in-charge etc completeup for ground floor and first floor
19856.55
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Providing Material and Labour Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand) including curing (B) Conventional
263.55
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Providing Material and Labour Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in Superstructure in Cement Mortar 1:6 (1- Cement : 6 -fine sand) including curing (B) Conventional Ground floor and First floor.
310.9
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Providing Material and Labour for 15mm thick cement mala plaster in single coat on fair side of brick / concrete wall for interior plastering up to floor two level finished even and smooth in C M 1:4 ( 1 cement 4 coarse sand) including finishing with a flouting coat of neat cement slurry with Niru finish complete. For ground floor and first floor
978.6
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Providing Material and Labour for 20 mm thick sand faced cement plaster on walls upto height 10 meters above ground level consisting of 12 mm thick backing coat of C.M. 1:3 (1-cement: 3-sand) and 8 mm thick finishing coat of C.M. 1:1 (1-cement: 1-sand) etc. complete including all material and labour as directed by Engineer in charge
4073.6
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Providing Material and Labour for mirror polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (A) 25mm thick as per the pattern provided by the architect
897.75
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Providing Material and Labour for mirror polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (A) 25mm thick as per the pattern provided by the architect FOR KOTA SIL AT PASSAGE WALLS
220.5
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Providing material and labour for laying hand cut/ machined cut natural rough finish 25 to 30 mm black kadappa Stone UPTO 4 ' X 2' SIZE approved quality, selected and sorted for uniform color & texture, in external work, pavement, pathway, tread, riser, ramp etc as per drawings of size upto 900mm in any shape, any pattern. Kadappa stone is to be laid over cement mortar 1:6 bedding of average 20 mm thickness with open grove. The rate shall also include providing groove of 5mm wide and filling the groove with epoxy + cementitious grout as per specification of approved make and shade and as per design and drawings & as per approved sample, including curing and cleaning with wire brush to remove excess cement on the sides of stone chemphering of exposed edges having polishing etc complete as directed by engineer in charge etc. complete for all places / all levels / all heights. Grouting of joint shall be paid in relevant item.
250
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Providing material and labour for laying hand cut/ machined cut natural rough finish 25 to 30 mm black RIVER WASHED kadappa Stone of UPTO 4 ' X 2' SIZE approved quality, selected and sorted for uniform color & texture, in external work, pavement, pathway, tread, riser, ramp etc as per drawings of size upto 900mm in any shape, any pattern. Kadappa stone is to be laid over cement mortar 1:6 bedding of average 20 mm thickness with open grove. The rate shall also include providing groove of 5mm wide and filling the groove with epoxy + cementitious grout as per specification of approved make and shade and as per design and drawings & as per approved sample, including curing and cleaning with wire brush to remove excess cement on the sides of stone chemphering of exposed edges having polishing etc complete as directed by engineer in charge etc. complete for all places / all levels / all heights. Grouting of joint shall be paid in relevant item.
250
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Providing Material and Labour Material and Labour & fixing M.S. grill for window of required pattern to wooden frames of windows/ brick masonry with necessary M.S. angle, M.S. pipe, M.S. flats and other structural steel at required spacing and frame around square or round bars with round headed bolts and nuts or by screws including cutting welding and fabrications etc. complete as directed, grills design and pattern approved by this office . ( B ) Plain Grill
21262.5
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Providing Material and Labour Finishing wall with 100 % weather proof paint with 5 years warranty of Asian - Apex ultima, ICI - Weathershield Max make on wall surface in 2 coats over 1 coat of primer of Asian, ICI make of required shape and even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials etc complete
7972.35
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Providing Material and Labour fixing 60 x 60 cm RIVER FINISHED KOTAH stone 25mm thick flooring of even grade with 100mm high skirting of the same over 20 mm (Average) thick base of cement mortar 1:6 ( 1 cement: 6 coarse sand or L M 1:1.5 laid over and as per approved byt the Architect
3026.1
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Providing and laying in position ready mixed concrete design mix M-25 grade cement concrete for reinforced cement concrete work for road surfacing including Trimix using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering, finishing and excluding cost of reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability, using floor hardner ( NITO FLOOR from FOSROC) including joint cutting and filling etc. as per direction of Engineer-in-charge
96.6
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Providing and fixing pre cast Rubber Dye / steel Dye interlocking concrete block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 mm sand layer for levelling and filling the joint with sand in proper line and level as per guidelines of IRC : SP 63 - 2018 etc. complete.
1810.2
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Providing and spreading black cotton soil in layers of thickness as instructed by the Architect and directed by the Engineer-in-charge
42.27
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Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M200 pnumatic compressed by mechanically pressed and as per approved design including 75mm Sand layer for levelling and filling the joint with sand in proper line and level etc complete of vyara make
95
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Supply, installation, assembly, connection, testing and commissioning of External lighting panel with two numbers timers as per Specification, Technical Data sheet & IS.
OM ELECTRICAL / HI-TECH / SHIVSHAKTI / JAGRUTI / SUN
1
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Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (A) 4 core 16 Sq. mm (For Lift )
POLYCAB / KEI / HAVELLS / FINOLEX / RR KABEL
1437
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Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (D) 2 to 4 core 16 Sq. mm
HMI / DOWELLS / COMET
173
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Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (C) 16/25 Sq.mm. POLYCAB / KEI / HAVELLS / FINOLEX / RR KABEL
691
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Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (A) 4 core 2.5 Sq. mm (For Bollards in Landscape )
POLYCAB / KEI / HAVELLS / FINOLEX / RR KABEL
1860
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Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (A) 2 to 4 core 2.5 / 4 Sq. mm HMI / DOWELLS / COMET
465
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Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A) 1.5/ 2.5/4/6 Sq.mm POLYCAB / KEI / HAVELLS / FINOLEX / RR KABEL
1857
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Providing and erecting iron clad cable route marker duly marked with ELE.CABLE of size 23 cm.X 12 cm. Flushed with ground in cement foundation as directed by Engineer in charge.
75
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Providing & laying. R.C.C. Hume pipe for cable to be laid 90 cm. below ground across the road crossing or on floor with necessary material in an approved manner and making the ground as per original.
(D) 250 mm dia (At road crossing only)
200
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Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for laying any size of cable or locating the fault all over the run and back filling the same and making the surface as normal ground.
1800
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Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for laying any size of cable or locating the fault all over the run and back filling the same and making the surface as normal ground.
(B) If additional machinery like hammer driller or JCB use [Add]
200
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Covering of cable with second class bricks or cement tiles laid cover the cable crosswise & also on both sides with covering of 7. 5 Cm. layer of sand above & below cable (16 bricks per meter)
2000
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Drilling the road without breaking the road surface (Asphalt) for laying of cable for feeding power supply by making up to following size of holes at both ends complete.
(B) Up to 150 mm bore dia
100
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Supplying and erecting LED street light / Flood light fittings with High power White LEDs wattage of 3 Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses, with toughened glass with company mark/name engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD 10 %, CCT 3000 K to 5700K,Uniformity ratio 0.45, Luminaire efficacy 100 lumens/watt . LED driver efficiency 85 %.( fittings required LM-79 & LM-80 certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity between the ranges shown.)
(A) Street Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC line supply with over-voltage protection. (i) above 36 to 48 watts. Cat-III
80
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Supply of approved make FRP Pole having following specifications: FRP Light Pole made by CNC filament winding machine using thermoset resin polyester/epoxy resin system) having minimum 62% glass content. The pole should be in one piece and tapered round in shape, having smooth finish and should be totally free from corrosion as well as non conductive & shock proof Pole should be provided with FRP Anchor Base and it should be heavy duty, or MS Material duly painted with Epoxy paint. Pole should be flame retardant as per IS 6746. Resin used shall be UV resistance and pigmented. A highly weather resistant polyurethane coating shall be applied to the pole after applying suitable primer system that ensures proper adhesion of the paint. Minimum coating thickness shall be 80 to 100 micron. Deflection of the pole shall not exceed more than 10% of the length of pole for the given load“ Pole should be generally made as per the dimensional data, performance criteria and some interchangeability features of poles as per standard ANSI C 136.20 latest version or ASTM D 4923/01 including cable termination box with necessary accessories . The size of pole and type of installation with foundation as per manufacturer details and site requirement are as below .
(1) Suitable for base plate mounting single arm Bracket.
[H] Overall length of 6 Mtr. Average Thickness: 7.5mm Top/ Bottom OD Dia A/F 89mm ± 2mm approx. approx. Weight of Pole 32 kg approx. (Without Base) Anchor Base (Size 300X300 & 18mm Th.)
45
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Supply of approved make FRP Pole having following specifications: FRP Light Pole made by CNC filament winding machine using thermoset resin polyester/epoxy resin system) having minimum 62% glass content. The pole should be in one piece and tapered round in shape, having smooth finish and should be totally free from corrosion as well as non conductive & shock proof Pole should be provided with FRP Anchor Base and it should be heavy duty, or MS Material duly painted with Epoxy paint. Pole should be flame retardant as per IS 6746. Resin used shall be UV resistance and pigmented. A highly weather resistant polyurethane coating shall be applied to the pole after applying suitable primer system that ensures proper adhesion of the paint. Minimum coating thickness shall be 80 to 100 micron. Deflection of the pole shall not exceed more than 10% of the length of pole for the given load“ Pole should be generally made as per the dimensional data, performance criteria and some interchangeability features of poles as per standard ANSI C 136.20 latest version or ASTM D 4923/01 including cable termination box with necessary accessories . The size of pole and type of installation with foundation as per manufacturer details and site requirement are as below . (2) Suitable for base plate mounting Double arm Bracket..
[C] Overall length of 6 Mtr. Average Thickness: 8mm.
Top/ Bottom OD Dia A/F 114/174 mm ± 2mm approx. approx. Weight of Pole 38 kg approx. (Without Base) Anchor Base (Size 300X300 & 18mm th.)
24
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Providing FRP arm bracket of having 2 sets of suitable SS304 hardware for fixing the brackets & spread of 1.2 Mtr(Suitable for 89 to 114 mm pole top dia)
(A) Single arm bracket
45
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Providing FRP arm bracket of having 2 sets of suitable SS304 hardware for fixing the brackets & spread of 1.2 Mtr(Suitable for 89 to 114 mm pole top dia)
(B) Double arm bracket
24
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Supplying and erecting C.I. pole base Suitable for following size of pole with M.S.door having two hinges welded on M.S.flat 25 x 3 mm which is fitted on C.I. base by bolts welded inside the pole base erected with one coat of’ Red oxide and two coat of Aluminium paint and covering the gap between pole and pole base with suitable clamp as per SOR drawing or sample. (A) Suitable for 90 mm.dia base of pole
80
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Supplying and erecting Fabricating terminal box for street light pole made from 16 SWG M.S. sheet having following size complete with fixing arrangement for terminal board, with necessary hole for wire entry and exit from the box. The box shall be provided with cover and hinges on one side and bolting at other end The box shall be fixed by clamps fabricated from 25mm x 6mm flat.The box shall be painted with one coat of red oxide and two coats of paint having following box size. 330 mm x 260 mm x 140 mm (depth)
80
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Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop-out approx. 2mm thick box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for mounting mob & hinged doors as per requirement having locking arrangements with mounting clamp with nuts, bolts & washers suitable for erection on pole with cable clamps& earth bolt of following size of box. (D) 140mm x 140mm x 100mm [deep]
80
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(b) LED Bollard fittings of minimum height 600 mm & dia.100mm having polycarbonate clear/milky diffuser mounted on 3mm thick aluminium finished powder coated pipe with base plate 160x160mm with erection by M8x75mm fastner with required RCC foundation.IP65 for 15watt ,surge-4kv- cat-III
80
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(c) LED Bollard fittings of minimum height 1000 mm & dia.100mm having polycarbonate clear/milky diffuser mounted on 3mm thick aluminium finished powder coated pipe with base plate 160x160mm with erection by M8x75mm fastner with required RCC foundation.IP65 for 18watt and above ,surge-4kv cat-III
80
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Supplying and erecting and commisioning of Polycarbonate junction boxes, IP 65 with integrated membranes for wires entry and suitable connecter for loop in loop out suitability for 4 core 2.5.0Sq.mm copper cable
300
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A. Landscaping work
AREA DRESSING AND LAND LEVELLING: Scraping and removing of top soil 450 mm th and debris from exsiting ground and levelling of ground for garden development as per proposed levels etc. complete as directed by engineer-in-charge. ( lead 3 KM )
7000
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LAWN PLANTATION (Selection-1) :Providing and Supply & plantation of Selection carpet lawn (To be planted in garden soil over already dressed area ) Area dressing will be carried out on finally dressed leveled land as per site condition including mixing the garden soil with soil additive @ 5kg per M2 etc. Complete as directed by engineer-in-charge .
500
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SHRUBBERY/HEDGE PLANTATION (6 plants/M2, 1' height) :Supply & plantation of shrubbery plants (To be planted in garden soil over already dressed area ) development of bed, cultivation soil mixture and plantation of shrubbery (as per plantation plan provided). Pesticides application to be done as per requirement, application of soil additive @ 5kg per M2 etc. Complete as directed by engineer-in-charge.
1200
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TREE PLANTATION (Terminalia 5' ft Height) : Providing and Supply & plantation of trees as per specified plantation plan. This will also include excavation of pits (90cm x 90cm x 90cm) ,mixing of soil additive @ 10kg per pit and existing soil, pesticides application and staking of 1 eucalyptus with 2 coat of military green colour, tied from 2 – 3 places as required. Tree plantation should be carried out neatly accurately as per drawing and etc. Complete as directed by engineer-in-charge.
50
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SHRUBBERY PLANTATION (10 plants/M2, 1'height) :Providing and Supply & plantation of shrubbery plants (To be planted in garden soil over already dressed area ) development of bed, cultivation soil mixture and plantation of shrubbery (as per plantation plan provided). Pesticides application as per requirement, application of soil additive @ 5kg per M2 and application of pesticides etc. Complete as directed by engineer-in-charge.
590
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FICUS TOPIARY PLANTATION (4' to 5' height) : Providing and Supply & plantation of trees as per specified plantation plan. This will also include excavation of pits (90cm x 90cm x
90cm) ,mixing of soil additive @ 10kg per pit and existing soil, pesticides application and staking. Tree plantation should be carried out neatly accurately as per drawing etc. Complete as directed by engineer-in-charge.
10
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Providing,supplying and spreading of SCREENED garden soil ( 450 mm th ) at site of work formed by mixing of approved materials obtained from outside with all lead and lifts, as per proposed or required depth, gradient/slope , degree of compaction (excluding cost of soil additives) etc. complete as per the directions of engineer in charge.
1100
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Labour for spreading and mixing loam or clay soil or river silt evenly over excavated area and levelling the same after clods etc. (Rate for one Cu. m. of soil)
1100
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Providing Farm yard Manure of approved quality on site
8800
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Labour for spreading and mixing the manure evenly with top 8 to 10 Cm. of prepared area at the rate of 5 C.mt per 100 Sq.m area .( Rate for one Cu. m. of manure)
700
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Designing, Providing and Supplying Drip Irrigation System capable of watering the Central Office Complex site admeasuring approx. 10 H consisting of the following works (The design of entire system shall be got approved before execution) :(i) Designing, providing and installing Hydro pneumatic system (pressure pump) so as to supply water to the entire site (The system shall be installed based on the tank at Central Service Yard).ii) Desiging, zoning of the entire site so as to minimise power consumption and water losses.iii) Providing, supplying and fixing adequate numbers of control valves so as to maintain and support the zoning as described above.iv) Providing, supplying & laying 20 to 75 mm HDPEpressure pipe (4kg / cm2) in the entire site as required for watering the plants, lawns etc. without disturbing permanent strucutres and pucca roads v) Providing, Supplying and laying 15-35 mm dia PVC flexible pipe to water the hedges, shrubs, shaded trees etc.vi) Providing, Supplying and laying 5mm dia PVC drip at all large trees as per requirement in design.vii) Providing, supplying and laying Pop-up which can cover 6.00 m. radially. The layout of pop-up shall be so designed, so that the flow from the adjoining pop-ups shall over lap each other by atleast 3.00 m.at all required locations.viii) Providing, Supply and laying sprinkler with a capacity to cover 6.00 m radially at all required locations.ix) Providing, Supplying and installing fertilizer mixing and distribution system by providing a 200 ltr. capacityvalves so as prepare dose of required mix and allow mixing to the distribution system.Commissioning the entire system.as per all the instruction given by the Architect and directed by the Engineer-in-charge
7000
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Supply, installation and testing of PVC Pipe 90mm x 6 kg/cm2 Supreme/Finolex/Astral as per all the instruction given by the Architect and directed by the Engineer-in-charge
60
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Supply, installation and testing of PVC Pipe 75mm x 6 kg/cm2 Supreme/Finolex/Astral as per all the instruction given by the Architect and directed by the Engineer-in-charge
30
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Supply, installation and testing of PVC Pipe 63mm x 6 kg/cm2 Supreme/Finolex/Astral as per all the instruction given by the Architect and directed by the Engineer-in-charge
900
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Supply, installation and testing of PVC Pipe 50mm x 6 kg/cm2 Supreme/Finolex/Astral as per all the instruction given by the Architect and directed by the Engineer-in-charge
450
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Supply, installation and testing of PVC Pipe 40mm x 6 kg/cm2 Supreme/Finolex/Astral as per all the instruction given by the Architect and directed by the Engineer-in-charge
1200
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Supply, installation and testing of Gear Driven Pop Up Sprinkler 8- 14 mtr Radius with check valve, Inbuilt pressure regulator & on off feature from top of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
5
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Supply, installation and testing of Swing Joint 3/4" of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
5
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Supply, installation and testing of P.P. Clamp Saddle 63/50/40 x 3/4" -PN 6 of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
5
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Supply, installation and testing of 4" Pop Up Spray Sprinkler - with check valve, inbuilt pressure regulator & low flow indicator, having 10'/ 12'/ 15'/18' Variable Arc Spray Nozzle of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
10
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Supply, installation and testing of Swing Joint 1/2" of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
10
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Supply, installation and testing of P.P. Clamp Saddle 63 / 50 / 40 x 1/2" of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
10
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Supply, installation and testing of PVC Ball Valve 63 mm of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
10
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Supply, installation and testing of Clamp Saddle 90/75 mm x 2 , 1.5, 1.25" of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
10
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Supply, installation and testing of 12" Rectangle Valve Box of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
10
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Supply, installation and testing of Hydrant 3/4" of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
20
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Supply, installation and testing of Hydrant Opener 3/4" of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
5
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Supply, installation and testing of Swiel Elbow 3/4" of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
5
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Supply, installation and testing of P.P. Clamp Saddle for Hydrant of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
20
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Supply, installation and testing of Round Valve Box 10" of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
20
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Supply, installation and testing of Drip In Line Lateral Pipe 16 mm X 4kg , 4 LPH, 45 cm (Brown) of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
5000
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Supply, installation and testing of Drip Online lateral Poly Pipe 16mm X 4 kg (Brown) of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
1200
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Supply, installation and testing of Take off Assembly (PP Clamp Saddle40mm x 1/2" + SCH 40 1/2" Pipe + 17mm Barbed x 1/2" Male Tee) Lateral end stop of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
50
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Supply, installation and testing of Flush Valve40 mm of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
20
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Supply, installation and testing of Tee / Elbow 17 mm of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
1000
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Supply, installation and testing of Lateral Hold Stake of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
1550
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Supply, installation and testing of Pumping System -Pump 6 LPS 42 Meter ( 1 W + 1 Standby) Head with Pressure Tank, Header, Pressure Switch, Butterfly Valve, NRV with all Accessories complete of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
1
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Supply, installation and testing of Filtration Unit - Fully Automized Screen Filter 3" worked with Pressure Diffential and Electrical if required of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
1
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Supply, installation and testing of Header for Pump, Filter Hydro Meter, PRV etc of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
1
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Supply, installation and testing of Double Acting Air Release Valve 1" - Kinetic of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
4
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Supply, installation and testing of Round Valve Box 10" of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
4
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Supply, installation and testing of Pressure Gauge-Glycerin filled of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
1
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Supply, installation and testing of P.P. Clamp Saddle 160 to 90 x 2, 1" for AIR Valve of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
4
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Supply, installation and testing of IR-3"-13Q-Y-P-BP-PP Surge Anticipation cum Pressure Relief Valve with G I Pipe 6 Meter of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
1
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Supply, installation and testing of6" Round Valve Box of make Rainbird/Toro/Nelson as per all the instruction given by the Architect and directed by the Engineer-in-charge
10
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Excavation & Back Filling Installation Charges - Laying of Pipes, Sprinklers, Drip Lines, Valves, Cables, Pump Station and any other required fixture to complete the system and make it operational.
2640
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INR Zero Only
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