Construction Of 3 Ll Capacity Over Head Tank At Sundar Nagar Park Ward No 19 In Poonamallee Municipality, Poonamallee Municipality-Tamil Nadu

TDR : 23453086

Tender Notice
BOQ

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Poonamallee Municipality , Tamil Nadu

Tender Brief : Construction Of 3 Ll Capacity Over Head Tank At Sundar Nagar Park Ward No 19 In Poonamallee Municipality

Document Fees
Refer document

EMD
₹ 50000.0 /-

Tender Value
₹ 50 Lakhs /-

Submission Date
06-02-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Name of work: Construction of 3.00 LL Capacity Over Head Tank at Sundar nagar park, ward no 19 in Poonamallee Municipality
1	1	Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site etc.,complete - Narrow Foundations	148	M3
2	2	Sand filling in foundation with clean river sand in layer of 15cm thick well watered rammed to consolidation including cost and conveyance of sand to site incluidng labour charges etc., completete as per standard specificataion	12.0002	M3
3	3	Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing,and labour charges etc., complete as per standard specification	12.0002	M3
4	4	Providing centering, strutting arrangements for the sides and soffits for RCC slab, intel bed block \"T\" and \"L beams stair case waist slab , landing slab and cost and conveyance of all materials at site and all labour charges and other incidental charges for 3m height and removing the same after the specification period as directed by departmental officer etc., complete as per standard specification- Plain Surfaces Below GL	120	M3
5	5	Plain Surfaces 3.00m to 4.30m	97.996	M2
6	6	Plain Surfaces at 7.30m to 8.30m	97.996	M2
7	7	Plain Surfaces at 11.30m to 12.30m	97.996	M2
8	8	Plain Surfaces at 15.30m to 16.30m	178.001	M2
9	9	Plain surfaces - 19.30 to 20.30m	172.001	M2
10	10	Square Column upto 3.30m	81	M2
11	11	Square Column 3.30m to 4.30m	17	M2
12	12	Square Column 4.30m to 5.30m	17	M2
13	13	Square Column 5.30m to 6.30m	17	M2
14	14	Square Column 6.30m to 7.30m	17	M2
15	15	Square Column 7.30m to 8.30m	17	M2
16	16	Square Column 8.30m to 9.30m	17	M2
17	17	Square Column 9.30m to 10.30m	17	M2
18	18	Square Column 10.30m to 11.30m	17	M2
19	19	Square Column 11.30m to 12.30m	17	M2
20	20	Square Column 12.30m to 13.30m	17	M2
21	21	Square Column 13.30m to 14.30m	17	M2
22	22	Square Column 14.30m to 15.30m	17	M2
23	23	Curved Surface 16.30m to 17.30m	133.996	M2
24	24	Curved Surfaces 17.30m to 18.30	73.996	M2
25	25	Curved Surfaces 18.30m to 19.30	73.996	M2
26	26	Curved Surfaces 19.30m to 20.30	234	M2
27	27	Circular Column upto 3.30m	22.9983	M2
28	28	Circular Column 3.30m to 4.30m	1.26	M2
29	29	Circular Column 4.30m to 5.30m	1.26	M2
30	30	Circular Column 5.30m to 6.30m	1.26	M2
31	31	Circular Column 6.30m to 7.30m	1.26	M2
32	32	Circular Column 7.30m to 8.30m	1.26	M2
33	33	Circular Column 8.30m to 9.30m	1.26	M2
34	34	Circular Column 9.30m to 10.30m	1.26	M2
35	35	Circular Column 10.30m to 11.30m	1.26	M2
36	36	Circular Column 11.30m to 12.30m	1.26	M2
37	37	Circular Column 12.30m to 13.30m	1.26	M2
38	38	Circular Column 13.30m to 14.30m	1.26	M2
39	39	Circular Column 14.30m to 15.30m	1.26	M2
40	40	Providing and laying in position Standardised Concrete Mix M-25 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials)- For 1.5m Below G.L	27	M3
41	41	For 4.5m Above G.L	17.9979	M3
42	42	For 4.51m to 7.32m Above G.L	15.9971	M3
43	43	For 7.32m to 10.98m Above G.L	16.9975	M3
44	44	For 10.98m to 14.64m from G.L	6.00031	M3
45	45	Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials) - For 14.64m to 18.30m from G.L	67	M3
46	46	For 18.30m to 21.96m from G.L	25.997	M3
47	47	Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete as per standard specification	15.95	Mt
48	48	Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. (inclusive of all taxes) - For 8mm to 16mm	11.17	Mt
49	49	For 20mm to 32mm	4.79	Mt
50	50	Provision for Goods and Service Tax @ 12%	1	L.S

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Construction Of 3 Ll Capacity Over Head Tank At Sundar Nagar Park Ward No 19 In Poonamallee Municipality, Poonamallee Municipality-Tamil Nadu

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Name of Work: Name of work: Construction of 3.00 LL Capacity Over Head Tank at Sundar nagar park, ward no 19 in Poonamallee Municipality
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site etc.,complete - Narrow Foundations		148	M3
2	2	Sand filling in foundation with clean river sand in layer of 15cm thick well watered rammed to consolidation including cost and conveyance of sand to site incluidng labour charges etc., completete as per standard specificataion		12.0002	M3
3	3	Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing,and labour charges etc., complete as per standard specification		12.0002	M3
4	4	Providing centering, strutting arrangements for the sides and soffits for RCC slab, intel bed block \"T\" and \"L beams stair case waist slab , landing slab and cost and conveyance of all materials at site and all labour charges and other incidental charges for 3m height and removing the same after the specification period as directed by departmental officer etc., complete as per standard specification- Plain Surfaces Below GL		120	M3
5	5	Plain Surfaces 3.00m to 4.30m		97.996	M2
6	6	Plain Surfaces at 7.30m to 8.30m		97.996	M2
7	7	Plain Surfaces at 11.30m to 12.30m		97.996	M2
8	8	Plain Surfaces at 15.30m to 16.30m		178.001	M2
9	9	Plain surfaces - 19.30 to 20.30m		172.001	M2
10	10	Square Column upto 3.30m		81	M2
11	11	Square Column 3.30m to 4.30m		17	M2
12	12	Square Column 4.30m to 5.30m		17	M2
13	13	Square Column 5.30m to 6.30m		17	M2
14	14	Square Column 6.30m to 7.30m		17	M2
15	15	Square Column 7.30m to 8.30m		17	M2
16	16	Square Column 8.30m to 9.30m		17	M2
17	17	Square Column 9.30m to 10.30m		17	M2
18	18	Square Column 10.30m to 11.30m		17	M2
19	19	Square Column 11.30m to 12.30m		17	M2
20	20	Square Column 12.30m to 13.30m		17	M2
21	21	Square Column 13.30m to 14.30m		17	M2
22	22	Square Column 14.30m to 15.30m		17	M2
23	23	Curved Surface 16.30m to 17.30m		133.996	M2
24	24	Curved Surfaces 17.30m to 18.30		73.996	M2
25	25	Curved Surfaces 18.30m to 19.30		73.996	M2
26	26	Curved Surfaces 19.30m to 20.30		234	M2
27	27	Circular Column upto 3.30m		22.9983	M2
28	28	Circular Column 3.30m to 4.30m		1.26	M2
29	29	Circular Column 4.30m to 5.30m		1.26	M2
30	30	Circular Column 5.30m to 6.30m		1.26	M2
31	31	Circular Column 6.30m to 7.30m		1.26	M2
32	32	Circular Column 7.30m to 8.30m		1.26	M2
33	33	Circular Column 8.30m to 9.30m		1.26	M2
34	34	Circular Column 9.30m to 10.30m		1.26	M2
35	35	Circular Column 10.30m to 11.30m		1.26	M2
36	36	Circular Column 11.30m to 12.30m		1.26	M2
37	37	Circular Column 12.30m to 13.30m		1.26	M2
38	38	Circular Column 13.30m to 14.30m		1.26	M2
39	39	Circular Column 14.30m to 15.30m		1.26	M2
40	40	Providing and laying in position Standardised Concrete Mix M-25 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials)- For 1.5m Below G.L		27	M3
41	41	For 4.5m Above G.L		17.9979	M3
42	42	For 4.51m to 7.32m Above G.L		15.9971	M3
43	43	For 7.32m to 10.98m Above G.L		16.9975	M3
44	44	For 10.98m to 14.64m from G.L		6.00031	M3
45	45	Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but 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 without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials) - For 14.64m to 18.30m from G.L		67	M3
46	46	For 18.30m to 21.96m from G.L		25.997	M3
47	47	Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete as per standard specification		15.95	Mt
48	48	Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. (inclusive of all taxes) - For 8mm to 16mm		11.17	Mt
49	49	For 20mm to 32mm		4.79	Mt
50	50	Provision for Goods and Service Tax @ 12%		1	L.S

Construction Of 3 Ll Capacity Over Head Tank At Sundar Nagar Park Ward No 19 In Poonamallee Municipality, Poonamallee Municipality-Tamil Nadu

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