Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date26 Jul 2024
Closing Date2 Aug 2024
Tender Amount₹ 18,42,000
Costs
EMD
₹ 19,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_466560_1Bid Award Id
ViewTender No
Roc_4276_2024_R13_16_07_2024Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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.
2.3
-
-
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.
3.46
-
-
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
7.59
-
-
For items 0 to 1.50m below GL
1.75
-
-
For items 0m to 4.5m above GL
2.83
-
-
For items 4.51m to 7.32m above GL
2.22
-
-
For items 7.32m to 10.98m above GL
2.53
-
-
For items 10.98m to 14.64m above GL
11.34
-
-
For items above 14.64m & up to 18.30m from GL
3.11
-
-
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
PLANE SURFACES
19.92
-
-
ABOVE G.L. to 3.30m
25.98
-
-
5.30m . to 6.30m
12.01
-
-
8.30m . to 9.30m
12.01
-
-
11.31m . to 12.30m
47.65
-
-
Curved Surface 0 to 3.30m from floor level
82.76
-
-
Square column Below G.L.
6.48
-
-
Ground level to 3.30 m
15.12
-
-
Square column 3.31 to 4.30m
4.8
-
-
4.31 to 5.30m
4.8
-
-
5.31 to 6.30m
4.08
-
-
6.31 to 7.30m
4.8
-
-
7.31 to 8.30m
4.8
-
-
8.31 to 9.30m
4.08
-
-
9.31 to 10.30m
4.8
-
-
10.31 to 11.30m
4.8
-
-
11.31 to 12.30m
0.72
-
-
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.
176.29
-
-
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.
3.85
-
-
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 c
1
-
-
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 cu
1
-
-
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by Departmental officers
2
-
-
Providing cut stone slab in CM 1:3 and as directed by Departmental officers
1
-
-
Providing Hand rails as per Sub Estimate 1)Supply and delivery of 32mm GI Pipes (Medium) for Hand Rails over roof cover slab
a)Vertical pipes at 0.45m spacing ( 3.142 * 5.34m / 0.45m = 38 nos)
34.2
-
-
b)Harizontal pipes over Vertical pipes ( 3.142 * 5.34m = 16.77m)
16.77
-
-
2)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 *5.34 m = 16.77 m
a)Total Weight 16.77 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)
31.86
-
-
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)
38
-
-
Supply and fixing of Anchoor fastner bolt 12 mm dia of 75 mm long in the base plates
152
-
-
Labour charges for Fabirication of MS flates and GI Pipes 32 mm dia GI Ppes cutting charges
38
-
-
32 mm dia GI Ppes Welding charges
76
-
-
MS Plates cutting charges
38
-
-
MS Flates Welding charges
38
-
-
6)Painting of Iron works
a)MS Flats ( 40 X 6 mm ) 80 + 12 = 92 mm
4.03
-
-
b)32 mm dia GI Ppes Horizantal ( 3.142 * 16.77 m * 0.034 m = 1.79 sqm) and 32 mm dia GI Ppes Vertical = 38 nos x 0.90 m x0.034 m - 1.16sqm ( 1.79 + 1.16 =2.95 )
2.95
-
-
Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications
CI man hole cover
1
-
-
Provision for pipe connection arrangements
65mm Ø GI pipes for over flow & 1xl
18
-
-
65mm Ø GI pipes for over flow & 1xl
18
-
-
50mm Ø GI pipes for scour pipe 1xl
18
-
-
65mm Ø GI pipe for delivery 1x1 pipe
18
-
-
90mm Ø PVC Threaded coupler
2
-
-
65 mm Ø PVC threaded coupler
2
-
-
65mm Ø GI Tee
5
-
-
65mm Ø GI 90degree Bend
9
-
-
65mm Ø GI coupler
9
-
-
65mm Ø GI union
1
-
-
65mm Ø GI Elbow
1
-
-
65x50mm Ø GI Reducer
1
-
-
75mmx 63mm PVC Reducer
1
-
-
75mm PVC Threaded coupler
2
-
-
75x90 PVC Reducer
1
-
-
75x63 PVC Reducer
1
-
-
65mm Ø GM Gate valve
2
-
-
50mm Ø GM gate valve
2
-
-
50mm Ø GI coupler
3
-
-
Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers.
44.41
-
-
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.
0.85
-
-
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
0.05
-
-
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.,
0.08
-
-
Supply and filling of 40 mm HBG metal (Jelly ) including cost and conveyance and all labour charges etc., complete
0.79
-
-
Supply and filling of Sand as per specification including cost and conveyance and all labour charges etc., complete
0.06
-
-
Plastering with CM 1:5 mix to 12 mm thick including cost and conveyance and all labour charges etc.,
1.91
-
-
Provision for Fencing as per sub estimate
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
1.23
-
-
CC 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and labour chagres for mixing, laying, cmpacting and curing etc., complete.
0.44
-
-
Supply and erection of centering for sides and soffits including all labour charge
3.06
-
-
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)
0.07
-
-
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
0.19
-
-
Colour washing two coats in all floors using best freshly burnt white shell lime and best quality of approved variety of colouring pigment including cost of lime, colouring pigments, fevicol type gum, brushes, scaffolding charges etc., complete complying with standard specification. Mineral colouring pigments not affected by lime should only be used (stainers and colour solutions should not be used.)
4.86
-
-
Supply & fixing of Barbed wire including all cost and conveyance etc., all complete
120
-
-
Supply & fixing of CHAIN LINK 2"X2" USING GAUGE Galvanised Iron wire (of all sizes)all cost and conveyance etc., all complete M0408
30
-
-
Provision for erection charges for Precast concrete vertical post including all labour charges etc complete.,
1
-
-
Provision for Grill Gate with lock and key arrangements including all cost and all labour charges
87.81
-
-
Provision for Name board
1
-
-
Provision for Photo charges LS
1
-
-
Provision for chlorinator as per sub estimate
Provision towards pipe line arrangements for FHTC including all cost and conveyance etc., all complete
90mm dia PVC pipe
0.6
-
-
63mm dia PVC pipe
0.6
-
-
32mm dia PVC pipe
0.6
-
-
63 x20mm PVC saddle
1
-
-
90 x63mm PVC reducer coupler
1
-
-
63mm x 50mm PVC reducer coupler
1
-
-
PVC gate valve 90mm dia
1
-
-
PVC gate valve 63mm dia
1
-
-
32mm PVC Elbow
3
-
-
32mm PVC End cap
1
-
-
90mm PVC End cap
1
-
-
Cost of brackets for PVC pipes
2
-
-
Labour charges for fixing the PVC pipes and specials including all charges
1
-
-
Contingencies
1
-
-
Provision for distribution line as per sub estimate
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
252
-
-
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick
252
-
-
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,
400
-
-
Towards cost for laying of PVC pipes including all cost and conveyance etc., all complete
63mm 4KSCPVC Pipe laying & jointing
400
-
-
63mm PVC Elbow
4
-
-
63mm PVC Tee
4
-
-
63mm PVC End Cap
4
-
-
63mmPVC Ball Valve
4
-
-
Provision for PUMPING LINE as per sub estimate
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
126
-
-
Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick
126
-
-
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,
200
-
-
Towards cost for laying of PVC pipes including all cost and conveyance etc., all complete
75mm 6KSCPVC Pipe laying & jointing
200
-
-
75 mm 6ksc PVC Elbow
2
-
-
75mm PVC Tee
2
-
-
75mm PVC End Cap
2
-
-
75 mmPVC Ball Valve
2
-
-
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}
1
-
-
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