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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ramadoss N L1 | Shree subam Constructions L1 |
|---|---|---|---|---|---|
| 1.00Providing FHTC AND OHT to Eyyanur Panchayat in Thiyagadurgam block in kallakurichi District | |||||
| 1.01PUMP ROOM | |||||
| 1.02 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers | 6.49 | KMT | - | - |
| 1.03 | Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the TWAD Board Officers. | 1.28 | Nos | - | - |
| 1.04 | Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete | 2.89 | KMT | - | - |
| 1.05 | Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. | 0.93 | Nos | - | - |
| 1.06 | Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. | 1 | Nos | - | - |
| 1.07 | For foundation and basement | 4.23 | KMT | - | - |
| 1.08 | For super structure | 3.39 | Nos | - | - |
| 1.09 | Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers. | 0.58 | KMT | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
30 Jul 2020, 3:00 pmClosed
Project Director
DRDA, KKI
To Provide Functional Household Tap connection to Rural Households in 2 Village Panchayats in Thiyagadurgam Panchayat Union in Kallakurichi District for 2020-21 Package TNKKI/JJM 20-21/021
2020_RDTN_172324_1
TNKKI/JJM 20-21/021
Open Tender
Civil Works
Works
180 days
Kallakurichi District
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.1 L
Yes
31 Jul 2020
21 Jul 2020
30 Jul 2020
21 Jul 2020
30 Jul 2020
21 Jul 2020
Amount
Providing FHTC AND OHT to Eyyanur Panchayat in Thiyagadurgam block in kallakurichi District
PUMP ROOM
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers
Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the TWAD Board Officers.
Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete
Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers.
Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers.
For foundation and basement
For super structure
Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers.
Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) excluding cost of steel fabrication,fixing in position and centring charges but including mixing,lifting and vibrating for SUNSHADE 75mm thick at wall face and 50mm thick at free end projecting 45cm from wall face moulded along with lintel etc. as directed by TWAD Board Officers.
Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978.
Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers.
Special ceiling plastering for RCC Slab with C.M.1:3(One part of cement and Three parts of sand) 10mm thickover RCC surface including labour charges for mixing finishingand curing etc., complete as directed by TWAD Board Officers.
Flooring in C C 1:4:8 (one cement ,four sand and eight HBS) 10 cm thick using 40mm HBS metal and top finished with Cement mortar 1:3 (one cement and three sand) 12 mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers.
Supply and fixing of MS door (Single leaf) of sizes 1.00 x 2.00m in MS angle 50 x 50 x 4mm and MS flat 35 x 6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locing arrangements including two coats of approved enamel painting over one coat of primer
Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete.
Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departm
White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by TWAD Board Officers.
Weathering Coarse over RCC roof including fixing one coarse of pressed tiles etc., complete.
Provision for writing TWAD Board emblem and scheme details on the side wall of the pump room
Provision of lock and key for pump room and OHT ladder
PUMPING MAIN LINE
Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
a.90mm PVC Bend
b 90mm PVC Threaded coupler
Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking
a.80mm GI pipe
Supply and delivery of GI specials to site of work as per IS specification with ISI marking
a.80mm GI Elbow
b.80mm GI coupling
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.80mm dia Pipe
Labour for cutting open road for laying water mains
B.T. Roads (or) Maccadam road
C.C. Roads
Providing 20mm SAV along the pumping main alingment 0.3 X 0.45
30,000 LITRES CAPACITY SERVICE RESERVOIR
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers
Second depth of 2m From 2m to 4 m below GL
Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers
Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers.
Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.
0m to 1.50m below GL
0m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Curved Surface - upto 3.30m ht.
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers.
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by TWAD Board officers
65mm GI pipes for inlet connection
65mm GI pipes for over flow & rain water harvesting pipe
50mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend 90
65mm dia GI bend (short)
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65mm GI Tee
65x50mm GI reducer
75mmx63mm PVC reducer
65mm GM gate valve
50mm GM gate valve
63 mm PVC 4Ksc Pipe
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
DISTRIBUTION SYSTEM
Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
50mm PVC Bend page 12 ,sl.no-3
63mm x50 mm PVC Tee IS 7834/1987 page 10
63mm End cap page 12 sl.no 11
Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking
a.50mm GI pipe-page 25 sl.no 6
Supply and delivery of GI specials to site of work as per IS specification with ISI marking
a.50mm GI Elbow page 25 sl.no 1
b 80mm GI coupling page 25, sl.no 3
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.50 mm dia Pipe
B.T. Roads (or) Maccadam road
C.C. Roads
Provision for gate value 50 mm - Pg No. 30, Clause 5.2
Provision for pit for Gate Value 90X75cm
Provision for FHTC's(8 meter length per FHTC)
Provision for BORE WELL VILLAGE & COLONY
Towards geophysical investigation charges
Drilling of 150 mm dia borewell in hard rock area using DTH rig
Towards supply and fixing of 165mm dia PVC Casing pipe
Supply and delivary of Wet type submersible 7.500HP (LPM 50x225) pumpset confirming to IS 8034/89 with ISI making along with 2.50sqmm suitable for installation in 150mm dia bore including transportation charges etc., complete
Supply and delivary of 7.50HP panel board suitable for above pumpset with all accessaries as per IE rule with IS Specification
Supply and delivary of MS Kiosk of size 0.75x0.75x0.45 m using 16 guage thick MS Sheet with 40x40x6 mm steel angles for fixing of meter board switch board with MS door,lock and key including painting etc., complete
Supply and delivary of 4.00 sqmm pvc insulated and pvc sheathed 3core flat type copper cable confirming to ISI Mark
Supply and delivary of 50.00mm dia Ht hose
Supply and delivary of 12mm dia Nylon Rope
Supply and delivary of 50mm dia B Class GI union
Supply and delivary of 50mm dia B Class GI Elbow
Supply and delivary of 50mm dia B GI GM Gate valve
Supply and delivary of 50mm dia GI MS Clamp set
Supply and delivary of 160 mm dia bore well cover
Supply and delivary of 50 mm dia GI Nipple
Supply and delivary of 50mm dia GI pipe
Supply and delivary of 50mm dia GI Coupling
Labour charges for erection of supplied submersible pumpset in deep borewell including connection of submersible pumpset with submersible cable and G.I.Pipes
Labour charges for providing plumbing works
Labour charges for internal wiring work
Provision for Name Board
Provision for photographic charges
Restoration of the Road for Road cut portion
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
Water Meter for Pumping Main Lines
Provision for water meter 50 mm , page 81 of SOR TWAD
Dirt box
Fitting Charges of Meter in OHT Column
Water Meter for Distribution Main Lines
Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause
Water meter Dirt BOX
Water meter erection charges
Provision for pit for Water meter 90X75cm
Electro Chloranation Disinfection - common salt as per TWAD SOR - page no -57 clause 21.2
Material Testing Charges @ GOVERNMENT LAB
Provision for Power Supply
Name board and Photograph
Providing FHTC AND OHT to Magarur in Eyyanur Panchayat in Thiyagadurgam block in kallakurichi District
PUMP ROOM
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers
Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the TWAD Board Officers.
Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete
Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers.
Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers.
For foundation and basement
For super structure
Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers.
Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) excluding cost of steel fabrication,fixing in position and centring charges but including mixing,lifting and vibrating for SUNSHADE 75mm thick at wall face and 50mm thick at free end projecting 45cm from wall face moulded along with lintel etc. as directed by TWAD Board Officers.
Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978.
Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers.
Special ceiling plastering for RCC Slab with C.M.1:3(One part of cement and Three parts of sand) 10mm thickover RCC surface including labour charges for mixing finishingand curing etc., complete as directed by TWAD Board Officers.
Flooring in C C 1:4:8 (one cement ,four sand and eight HBS) 10 cm thick using 40mm HBS metal and top finished with Cement mortar 1:3 (one cement and three sand) 12 mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers.
Supply and fixing of MS door (Single leaf) of sizes 1.00 x 2.00m in MS angle 50 x 50 x 4mm and MS flat 35 x 6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locing arrangements including two coats of approved enamel painting over one coat of primer
Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete.
Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departm
White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by TWAD Board Officers.
Weathering Coarse over RCC roof including fixing one coarse of pressed tiles etc., complete.
Provision for writing TWAD Board emblem and scheme details on the side wall of the pump room
Provision of lock and key for pump room and OHT ladder
PUMPING MAIN LINE
Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
a.90mm PVC Bend
b 90mm PVC Threaded coupler
a.80mm GI pipe
a.80mm GI Elbow
b.80mm GI coupling
a.80mm dia Pipe
B.T. Roads (or) Maccadam road
C.C. Roads
Providing 20mm SAV along the pumping main alingment 0.3 X 0.45
DISTRIBUTION SYSTEM
Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
50mm PVC Bend page 12 ,sl.no-3
63mm X 50mm PVC Threaded coupler page 10 SOR
63mm x50 mm PVC Tee IS 7834/1987 page 10
a.50mm GI pipe-page 25 sl.no 6
a.50mm GI Elbow page 25 sl.no 1
b 80mm GI coupling page 25, sl.no 3
a.50 mm dia Pipe
B.T. Roads (or) Maccadam road
C.C. Roads
Provision for gate value 50 mm - Pg No. 30, Clause 5.2
Provision for pit for Gate Value 90X75cm
Provision for FHTC's(8 meter length per FHTC)
Provision for BORE WELL VILLAGE & COLONY
Towards geophysical investigation charges
Drilling of 150 mm dia borewell in hard rock area using DTH rig
Towards supply and fixing of 165mm dia PVC Casing pipe
Supply and delivary of Wet type submersible 7.500HP (LPM 50x225) pumpset confirming to IS 8034/89 with ISI making along with 2.50sqmm suitable for installation in 150mm dia bore including transportation charges etc., complete
Supply and delivary of 7.50HP panel board suitable for above pumpset with all accessaries as per IE rule with IS Specification
Supply and delivary of MS Kiosk of size 0.75x0.75x0.45 m using 16 guage thick MS Sheet with 40x40x6 mm steel angles for fixing of meter board switch board with MS door,lock and key including painting etc., complete
Supply and delivary of 4.00 sqmm pvc insulated and pvc sheathed 3core flat type copper cable confirming to ISI Mark
Supply and delivary of 50.00mm dia Ht hose
Supply and delivary of 12mm dia Nylon Rope
Supply and delivary of 50mm dia B Class GI union
Supply and delivary of 50mm dia B Class GI Elbow
Supply and delivary of 50mm dia B GI GM Gate valve
Supply and delivary of 50mm dia GI MS Clamp set
Supply and delivary of 160 mm dia bore well cover
Supply and delivary of 50 mm dia GI Nipple
Supply and delivary of 50mm dia GI pipe
Supply and delivary of 50mm dia GI Coupling
Labour charges for erection of supplied submersible pumpset in deep borewell including connection of submersible pumpset with submersible cable and G.I.Pipes
Labour charges for providing plumbing works
Labour charges for internal wiring work
Provision for Name Board
Provision for photographic charges
Restoration of the Road for Road cut portion
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
Water Meter for Pumping Main Lines
Provision for water meter 50 mm , page 81 of SOR TWAD
Dirt box
Fitting Charges of Meter in OHT Column
Water Meter for Distribution Main Lines
Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause
Water meter Dirt BOX
Water meter erection charges
Provision for pit for Water meter 90X75cm
Electro Chloranation Disinfection - common salt as per TWAD SOR - page no -57 clause 21.2
Material Testing Charges @ GOVERNMENT LAB
Provision for Power Supply
Name board and Photograph
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
Shree subam Constructions
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