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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 0.02₹41.5 LAccepted-AOC | 0.02 | Accepted-AOC Accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical Technical Bid Not Qualified |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
21 Aug 2023, 3:00 pmClosed
Executive Officer
Peravurani Town Panchayat Office
Construction of 1.00 Lakhs litter Capacity Over Head Tank at Ward No.17, Karuppamanai in Peravurani Town Panchayat.
2023_DTP_358015_1
199/2022/A2
Open Tender
Civil Works
Works
180 days
Peravurani Town Panchayat
Refer Tender Document
3 documents required · 3 mandatory
₹15,000
Yes
Executive Officer Peravurani Town Panchayat Office
₹50,000
Yes
Peravurani Town Panchayat Office
8 Sept 2023
11 Aug 2023
22 Aug 2023
11 Aug 2023
21 Aug 2023
11 Aug 2023
11 Aug 2023 - 21 Aug 2023
14 Aug 2023
Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification . for Foundations SS 20B TNDSS NO. 23 &24 V, VI (S2) VI 9 - First depth of 2m
Second depth of 1m
Supply delivery and filling of M- Sand in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand to Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification TNDSS NO. 24 &25 NBC Part VI (S2) 8
Cement concrete of mix 1:4:8 (One cement four M-sand and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO.28 V,VI S25
Reinforced Cement concrete M30 design mix using 12mm and 20mm Hard broken stone excluding cost of supplying fabricating and placing in position of MS/RTS Grills for reinforcement and centring strutting and shuttering but including cost of mixing, placing the concrete in position, Vibrating consolidating finishing and curing the concrete etc completed and as directed by the Engineer incharge ( The rates inclusive of testing the reservoir for the water tightness of the structure) TNDSS NO. 28 V,VI S25 - For items 1.5m to 4.5m below GL
Items 0 to 1.5m Below G.L
For Items 0m to 4.50m from GL
Above 4.50m and upto 7.32 from GL
For items above 7.32m & up to 10.98m from G.L
For Items from 10.98m to 14.64m above G.L
For items above 14.64m & up to 18.30m from G.L
For items above 18.30m & up to 21.96m from G.L
Reinforced Cement Concrete 1:1½:3 (One cement one point five sand and three aggregates) mix using 20mm gauge hard granite broken stone jelly in all RCC works connected to the work excluding shuttering , Centering and cost of Reinforcement grills but including curing ,finishing etc complete with standard specification and as directed by Engineer incharge. TNDSS NO. 28 V,VI S25 - For Items 0m to 4.50m from GL
Supplying & Erecting of steel centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). TNDSS NO.86 K, 86 A - Plane Surfaces - Below G.L items
Curved Surface - 0 - 3.30m
Square Column - Below G.L
Circlular Column - Below G.L
3.31 to 4.30m Central column
4.31 to 5.30 m central column
5.31 to 6.30 m central column
6.31 to 7.30 m central column
7.31 to 8.30 m central column
8.31 to 9.30 m central column
9.31 to 10.30 m central column
10.31 to 11.30 m central column
11.31 to 12.30 m central column
12.31 to 13.30 m central column
13.31 to 14.30 m central column
14.31 to 15.30 m central column
15.31 to 16.30 m central column
Supplying and Fabrication of Steel and placing in position TMT for RCC works as per design given including cost of steel and GI binding wire and labour charges for cutting bending tying etc etc,. Complete complying with standard specification in force and as directed by department officials.- TNDSS NO. SS 86 & 86A V,VI, VII (S6) 7,3
Brick work in Cement Mortar in 1:5 ( One cement and Five Sand ) using best quality of Country bricks of size 8¾x 4 ¼ x 2 ¾ including all cost of materials and labour charges including Curing charges etc., complete as per Standard Specificationand as directed by department officials. TNDSS NO. 25 - Upto Basement
Above Basement
Special Plastering with cement mortar 1:3 (One cement three sand) 10mm thick including cost and conveyance of materials to site and including all labour charges etc complete.TNDSS NO: 61 V,VI (S4)
Plastering walls with cement mortar 1:5 (One cement fivesand) 12mm thick in all floors and all exposed surfaces including cost and conveyance of materials to site and all labour charges,Curing etc complete. TNDSS NO: 61,V,VI,(S4)
Floor finish with Granolithic flooring 25mm thick including cost and conveyance of all materials and labour for mixing laying and finishing smooth as directed by departmental Engineers and as standard specification.TNDSS NO.29
Supplying, fabricating and fixing in position of mild steel door with single/double shutters using M.S angle of size 40 x 40 x 6mm for outer frames and 35 x 35 x 5mm for shutter frames, fully covered with M.S sheet of 18 gauge with M.S flat of size 32 x 6 mm for internal stiffners and one number of aldrop , two numbers of tower bolts, holdfasts, hinges, handles etc., including providing one coat of red oxide primer. The rates shall inclusive of cost of all materials labour charges for fixing the door in position by dismantling the masonry, concrete etc. and redoing the same to the original condition duly packed with concrete etc., complete. TNDSS NO.97
Supplying and fixing of RCC Jally including cost and conveyance of all materials labour charges etc complete as per standard specification TNDSS NO.33
Painting new iron works with two coats of approved quality and color of synthetic enamel paint over the existing red oxide primer in all floor etc., complete as per standard specification.TNDSS NO 72G
Weathering course in Brick jelly and lime concrete using broken brick jelly of size 20 mm uniform gauge in pure slacked lime ( no sand to be used ) the proportion of brick jelly to lime being 32:12.5 by volume laid over the RCC roof slab in a single layer of required design , slope and finished thickness by beating the concrete with wooden and beaters of approved pattern keeping the surface constantly wet by springing lime Jaggery water etc,. complete as per standard specification and as directed by the Engineer incharge.TNDSS NO.46JG
Finishing the top of Roof with one course of machine pressed tiles of size ( 23x23x2 cm ) approved quality in C.M. 1:3 - 12 mm thick mixed with water proofing compoud confirming to IS @ 2 % by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc,. complete complying with Standard Specification TNDSS NO.46JG
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris, putty, wherever required etc., complete complying with standard specification. (S.l.No.359-A)
Construction of RCC spiral Staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate ) using 20mm HBGS of 1.80m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc., complete as per standard specifications and as directed by departmental Engineer. The staircase shall be braced to the column of service reservoir at suitable interval.(in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done) vide separate estimate
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 using 20mm HBG stone for O.H.T including cost of Reinforecement placing grill in the possition centering and shuttering charges mixing concrete curing etc to required height clear width of 45 cm consisting of 2nos vertical post of 10 x 15cm and step slab of 25 x 25mm etc completely and as directed by Town panchayat Engineers.
Providing PVC ventilating arrangements mosquito proof nylon net with 110mm PVC cowl and as directed by departmental Engineers.
Providng manhole cover of size 0.60 x 0.60m in RCC 1:1.5:3 with suitable reinforecement and 50 x 50 x 6 mm M.S angle fixed along edges and as directed by departmental officers.
Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 150 mm/200mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs fuel, labour and drilling bentonite and water required for drilling at site. Site will be shown by the TWAD Board officers including construction of mud pit. - Drilling of 150/200 mm pilot bore - Upto 60 m Depth ending below ground level
From 60 m Upto 90 m Depth ending from ground level
From 90 m Upto120 m Depth ending from ground level
From 120 m Upto150 m Depth ending from ground level
Reaming 200 mm dia pilot bore to 350mm dia bore as directed by the TWAD Board Officer - Upto 60 m Depth ending below ground level
From 60 m Upto 90 m Depth ending from ground level
From 90 m Upto120 m Depth ending from ground level
From 120 m Upto150 m Depth ending from ground level
Supply of the following casing pipes of ISI approved quality with wall thickness not less than 7.5mm to 8.5mm with PVC couplers and cement Paste etc. Complete and including packing the annular space with pebbles quality and size of pebbles and the PVC pipe should be approved by the departmental officer. - 200mm dia OD PVC Plain casing Pipe (CM)
200mm dia OD PVC slot casing Pipe (RS)
200mm dia OD PVC end cap
Labour Charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete supply and packing the annular space with pebbles of size and quality as approved by the executive engineers TWAD Board
Charges for developing the borewell with air compressor of 600 cfm capacity (Minimum 8 Hours) including transportation labour and fuel charges for compressor as directed by TWAD Board officers and conducting yield test by 'V' notch method.
Supply and deleivery of 3 PHASE SUBMERSIBLE PUMPSET of 15HP of duty condition 900lpm x100m etc complete as per standard specification
Supply and delivery of 3 PHASE PANEL BOARD - STAR DELTA WITH TWO LEVEL GUARD AND AUTO START suitable for 15 HP Pumpset including all charges etc complete as per standard specification.
Labour charges for the erection of submersible pumpset 15HP in borewell/openwell including fixing and jointing submersible cable withproper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days
PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFIRMING TO IS 694/1990 6 Sqmm.
Provision for Pipe connection arrangements for inlet outlet, scour and over flow etc., including cost of pipes, specials, valve, labour charges for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below.- 80mm dia G.I pipe
90mm dia PVC coupler
80mm dia GI Tee
80mm dia GI 900 Bend
80mm Dia GM Gate Valve
90mm dia PVC PVC pipe
80mm dia G.I coupling
125mm CI Non Return Valve
Supply and run of 2 of 6 sq.mm (84/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') bent at both ends with necessary angle iron up right and end supports for mains SD 71
Supply and run of 2 of 1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V Grade in rigid pipe concealed in wall and ceiling with continuous earth wire connection of 14SWG TC wire and making good of the concealed portion with suitable colour SD 55
Wiring with 2x1.5 sqmm (22/0.3) PVC insulated SC.unsheathed Cu. Conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories and with TW switch box and 5A F.T. switch with painting of suitable Colourfor open PVC light point / fan point (For electronic regulator) (5 points per coil) SD 24
Wiring with 2x1.5sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with 150 mm x 100 mm x 113mm TW switch box in flush with wall with 3 mm thick Hylem sheet cover for 5 A 3 pin non inter locking CS plug with painting of suitable colour with continuous earth wire connection of 14 SWG TC wire for open PVC plug point. SD 37
Supply and fixing of single box type 4'40 W flu fitting complete with copper choke and condensor with TW round blocks on wall or ceiling with flu tube with PVC unsheathed Copper leads from terminals to the fitting. SD 88
Supply and fixing of WT bulk head fitting with guard (Philips / Bajaj / Crompton / K. Lite) suitable for11W CFL lamp with CFL. SD 83
Supply and fixing of 32 Amps DP Switch of 500V with metal clad with fuse and neutral (Side Handle) on suitable TW Board with PWD Earthing SD 143
Supply and fixing of TNEB meter Board suitable for 32A Three Phase service connection with 32A Fuse unit (500V) 32A neutral link and earth link (1" x 1/8" Copper flat) on TW plank of size 375mm x 300mm x 19mm with supporting TW reepers of 1" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit. SD127
Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification . - 90mm dia PVC Pipe
Supply and delivery of rigid PVC pipes and GI pipes to a standard length of 6m with a one end socket and other end free. The pipes should be quaranteed for pressure.- 90mm dia 6Kg/cm2
Supply and delivery of rigid PVC and GI Specials including cost and conveyance of all charges with ISI make etc complete. - 90 mm PVC Bend
90 mm PVC TEE
Lowering rigid pipes and special to trench and laying to proper grade and alignment with PVC coupler and cement paste and excuting to required pressure including conveyance of water for filling during testing etc completed as per standard specification. - 90mm dia PVC 6Kg/cm2
Refilling the excavated earth for the pipe line laying as per standard specification. - 90mm dia 6Kg/cm2
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