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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | ₹7.2 L | L1 | Accepted-AOC Admitted |
| 2 | L2₹7.3 LRejected-AOC | ₹7.3 L | L2 | Rejected-AOC Rejected |
Tender Value
₹7.3 L
EMD Value
₹8,000
Closing Date
28 Dec 2023, 3:30 pmClosed
The Block Development Officer
The Block Development Office Veppanapalli
Krishnagiri dt Veppanapalli block JJM MVS State Savings Fund 2023-2024 Construction of 10000 Litres capacity OHT 7.5m Staging Height at Baramal H o Ippiganapalli Package No VNP39
2023_RDTN_400672_1
ROCNO_6843_2023_R13_08_12_2023
Open Tender
Civil Works - Water Works
Item Rate
90 days
Veppanapalli
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹8,000
The Block Development Office Veppanapalli
10 Feb 2024
16 Dec 2023
28 Dec 2023
16 Dec 2023
28 Dec 2023
16 Dec 2023
18 Dec 2023
Amount
Construction of 10000 Lit Capacity OHT (7.5M Staging height) (Semi Zone II) at Baramal village H/o Ippiganapalli Estimate Amount: Rs.730000.00/-
Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B First depth of 2m
Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B Second depth of 1m
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by departmental officers.
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Departmental officers.
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by departmental officers. For items 1.5m to 4.5m below GL
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers For items 0 to 1.50m below GL
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers For items 0m to 4.5m above GL
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers For items 4.51m to 7.32 m above
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers For items above 7.32 m & up to 10.98 m from GL
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Departmental officers For Roof Slab 10.93 M TO 11.08 M
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by departmental officers. Below G.L. & Upto 3.30 m ht
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by departmental officers. 3.31 m to 4.30 m
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by departmental officers. 6.31 to 7.30m
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by departmental officers. 0 to 3.30m
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by departmental officers. Below G.L.
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by departmental officers. 3.30 m to 3.375
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by departmental officers. 4.31 to 5.30m
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by departmental officers. 5.31 to 6.30m
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by departmental officers. 6.31 to 7.00m
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.
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Departmental officers.
Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 60,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by departmental officers.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 25mm x 25mm etc., complete and as directed by departmental officers. (AS PER SUB ESTIMATE)
Providing GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by departmental officers
Provision for CI Manhole cover with frame
Refilling the foundation with excavated earth including consolidation as directed by the departmental officers.
Providing GI pipe connection to the OHT ( vide separate sheet) 65mm GI pipe for inlet connection
65mm GI pipes for over flow & rain water harvesting pipe
50mm dia GI scour pipe
65mm dia GI pipe for delivery
90mmX 80 dia PVC threaded coupler
65mm dia PVC threaded coupler X 50
65mm dia GI tee
65mm dia GI 90◦ bend
65mm dia GI coupler
65mm dia GI union
65mm dia GI elbow
75mm x63 mm PVC reducer
75mm X 50 PVC threaded coupler
75x90 PVC reducer
65mm dia GM gate valve
50 mm dia GM gate valve
Provision for Photo Charges
Provision for Name board
Provision sub Estimate for Pipe line(Enclosed) Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick
Towards supply, cost, laying of GI/ PVC pipes & specials And Electrical items including all cost and conveyance etc., all complete 63mm 4KSCPVC Pipe including laying and jointing,
63mm PVC Elbow
63mm PVC Tee
63mm PVC End Cap
63mmPVC Ball Valve
Provision for chlorinator as per sub estimate 90mm dia PVC pipe
63mm dia PVC pipe
32mm dia PVC pipe
63 x20mm PVC saddle
90 x63mm PVC reducer coupler
63mm x 50mm PVC reducer coupler
PVC gate valve 90mm dia
PVC gate valve 63mm dia
32mm PVC Elbow
32mm PVC End cap
90mm PVC End cap
Cost of brackets for PVC pipes
Labour charges for fixing the PVC pipes and specials including all charges
Contingencies
Provision for Soak pit as per sub estimate Earthwork excavation and depositing on bank with initital lead of 10 m and lift of 2.00 m iin Hard stiff clay, stiff black cotton soil Hard red earth shales, murrams and earth mixed with small size in various classification of soil cofirm to SS.20B refilling of excaveted the earth etc. complete.
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
Brick work in Cement mortar 1:5 mix using country brick of size 22 x 11 x 7 cm including cost and conveyance and all labour charges etc.,
Supply and filling of 40 mm HBG metal (Jelly ) including cost and conveyance and all labour charges etc., complete
Supply and filling of Sand as per specification including cost and conveyance and all labour charges etc., complete
Plastering with CM 1:5 mix to 12 mm thick including cost and conveyance and all labour charges etc.,
Provision for cutstone
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}
Sanjay Contractor
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