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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC | L1 | Accepted-AOC Admitted | |
| 2 | L2₹27.3 L+₹29,711.63 (1.10%)Rejected-AOC 140 MIG NEW TNHB PHASE 1 KRISHNAGIRI DISTRICT 635 001 | KRISHNAGIRI | KRISHNAGIRI | TAMIL NADU | 635001 | L2 | Rejected-AOC Rejected |
Tender Value
₹27.3 L
EMD Value
₹28,000
Closing Date
28 Dec 2023, 3:00 pmClosed
The Block Development Officer
The Block Development Officer Krishnagiri
Krishnagiri DT Krishnagiri Block JJM_2023_24 Construction of 60000 litres capacity OHT with 12m staging height at Sembadamuthur Sembadamuthur KGI_40
2023_RDTN_400210_1
6843_2023_R13_Dt_08_12_2023
Open Tender
Civil Works - Others
Item Rate
180 days
The Block Development Officer
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹28,000
The Block Development Officer Krishnagiri
12 Jan 2024
15 Dec 2023
28 Dec 2023
15 Dec 2023
28 Dec 2023
15 Dec 2023
18 Dec 2023
Amount
Construction of 60000 litres capacity OHT with 12.00m staging height at Sembadamuthur H/o.Sembadamuthur
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
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
Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone M.Sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three M.Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
A) Below 1.5m from GL
B) 0m to 1.50m below GL
c) 0m to 1.00m above GL
D)1.00m to 4.50m above GL
E) 4.50 m to 7.32 m above GL
F)7.32 m to 10.98 m above GL
G) 10.98 m to 14.64 m above GL
H) 14.64 m to 18.30 m above GL
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
I) Plane Surface
A) Below GL
B) From GL to 3.30m
C) From 3.31m to 4.30m
D) From 5.31m to 6.30m
E)From 6.31m to 7.30m
F) From 8.31m to 9.30m
G) From 9.31m to 10.30m
H)From 11.31m to 12.30m
II) Square Column:
A)Square Column Below GL and upto 3.30m above GL
B)3.31m to 4.30m ht
C)4.31m to 5.30m ht
D)5.31m to 6.30m ht
E)6.31m to 7.30m ht
F)7.31m to 8.30m ht
G) 8.31m to 9.30m ht
H)9.31m to 10.30m ht
I) 10.31m to 11.30m ht
J) 11.31m to 12.30m ht
III) Curved Surface -
A) Curved Surface - upto 3.30m ht.
B) Curved Surface - 3.30m to 4.30m ht.
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
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.
Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixed with 12mm dia Fastner Bolt 75mm long and as directed by Departmental officers
Supply and delivery of 32mm GI Pipes (Medium) for Hand Rails over roof cover slab
Vertical pipes at 0.45m spacing ( 3.142 * 7.34m / 0.45m = 51 nos)
Harizontal pipes over Vertical pipes ( 3.142 *7.34m = 23.06m)
Supply and delivery of MS Base plate 40 x 6 mm thick for Hand Rails at 0.45 m height ( Horizantal ) Weight 1.99 kg / m = 3.14 *7.34 m = 23.067 m
Total Weight 23.06 m X 1.90 kg = 30.86 kg
Supply and delivery of MS Base plate of 100 x 100 x 6 mm thick over cover slab for fixing of 32 mm GI Pipes (Medium) Pipes vertical (approximately 0.750 grams for each)
Supply and fixing of Anchoor fastner bolt 12 mm dia of 75 mm long in the base plates
Labour charges for Fabirication of MS flates and GI Pipes
32 mm dia GI Ppes cutting charges
32 mm dia GI Ppes Welding charges
MS Flates cutting charges
MS Flates Welding charges
Painting of Iron works
MS Flats ( 40 X 6 mm ) 80 + 12 = 92 mm
32 mm dia GI Ppes Horizantal ( 3.142 * 23.1 m * 0.034 m = 2.46 sqm) and 32 mm dia GI Ppes Vertical = 51nos x 0.90 m x0.034 m - 1.56sqm ( 2.46+1.56 =4.02 )
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc.
Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the Departmental officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by Departmental 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 Departmental officers
Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint
65mm dia GI pipes
75mm dia PVC Threaded coupler
65mm dia GI Tee
65mm dia GI Elbow
65mm dia GM Gate valve
65mm dia GI Flangeset
65mm dia GI Coupling
65mm GI Dummy
63 mm PVC Bend
Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers
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 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
Provision for distribution pipe line
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 pumping pipe line
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
75mm 6KSC PVC Pipe including laying and jointing,
75 mm 6ksc PVC Elbow
75mm PVC Tee
75mm PVC End Cap
Providing Lettering Nameboard Charges
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}
S Samraj
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