Chengalpattu District Strengthening Of Chinnavenmani To Onampakkam Road 0/0-4/00 In Madurantakam Panchayat Union Under Tnrris 20-21 Having Package No . 8/20-21, Madurantakam-Tamil Nadu

TDR : 27035768

Tender Notice
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Madurantakam , Tamil Nadu

Tender Brief : Chengalpattu District Strengthening Of Chinnavenmani To Onampakkam Road 0/0-4/00 In Madurantakam Panchayat Union Under Tnrris 20-21 Having Package No . 8/20-21

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₹ 138000.0 /-

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Submission Date
24-02-2021

Competition Type
Indian

Bidding Type
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Name of Work: Strengthening of Chinnavenmani to Onampakkam road km 0/0 -4/00 in Madurantakam Panchayat Union of Chengalpattu District under TNRRIS 2020-21Est. Amt. Rs.137,97,000/- &SE RD. No. /2020-21 Package No. 8/2020-21
1	1	Strengthening of Chinnavenmani to Onampakkam road km 0/0 -4/00 in Madurantakam Panchayat Union ..\nEst. Amt. - Rs.137.97 Lakh	BI01010001010000000000000515BI0100001150
2	2	Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m with all leads and lifts and all other incidential charges. etc., complete	BI01010001010000000000000515BI0100001151
3	3	KM 0/0 -4/00	BI01010001010000000000000515BI0100001152	5000	sqm
4	4	Earth work exavation in all classes of soils such as Hard Soil , etc. and depositing on berms with all leads and lifts and all other incidential charges. etc., complete for berms.Asper SS20B	BI01010001010000000000000515BI0100001153
5	5	KM 0/0 -4/00	BI01010001010000000000000515BI0100001154	4277.23	cum
6	6	Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 150mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Using Paver Finisher	BI01010001010000000000000515BI0100001155
7	7	KM 0/0 -4/00	BI01010001010000000000000515BI0100001156	2248.65	cum
8	8	Providing and Laying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc.	BI01010001010000000000000515BI0100001157
9	9	KM 0/0 -4/00	BI01010001010000000000000515BI0100001158	14991	sqm
10	10	Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.	BI01010001010000000000000515BI0100001159	15144	sqm
11	11	Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete PAVER FINISHER	BI01010001010000000000000515BI0100001160
12	12	KM 0/0 -4/00	BI01010001010000000000000515BI0100001161	15144	sqm
13	13	Filling gravel for shoulders and berms including all cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete	BI01010001010000000000000515BI0100001162
14	14	KM 0/0 - 1/000	BI01010001010000000000000515BI0100001163	397.88	cum
15	15	KM 1/0 - 2/000	BI01010001010000000000000515BI0100001164	408.21	cum
16	16	KM 2/0 - 3/000	BI01010001010000000000000515BI0100001165	418.53	cum
17	17	KM 3/0 - 4/000	BI01010001010000000000000515BI0100001166	428.85	cum
18	18	Provision for KM Stone	BI01010001010000000000000515BI0100001167	4	No
19	19	Provision for HM Stone	BI01010001010000000000000515BI0100001168	16	No's
20	20	RCC Culvert 1.5 m Span ch @ 1/10 km	BI01010001010000000000000515BI0100001169
21	21	Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.	BI01010001010000000000000515BI0100001170	81.43	cum
22	22	Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification	BI01010001010000000000000515BI0100001171	5.25	cum
23	23	Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed	BI01010001010000000000000515BI0100001172	5.25	cum
24	24	Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001173	82.08	cum
25	25	Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.	BI01010001010000000000000515BI0100001174
26	26	Up to Ground Levet	BI01010001010000000000000515BI0100001175	138.46	sqm
27	27	Above Ground Levet	BI01010001010000000000000515BI0100001176	25.33	sqm
28	28	Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.	BI01010001010000000000000515BI0100001177	0.35	mt
29	29	Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001178	3.36	cum
30	30	Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.	BI01010001010000000000000515BI0100001179	3.31	cum
31	31	RCC Culvert 1.5 m Span ch @ 1/300 km	BI01010001010000000000000515BI0100001180
32	32	Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.	BI01010001010000000000000515BI0100001181	81.43	cum
33	33	Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification	BI01010001010000000000000515BI0100001182	5.25	cum
34	34	Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed	BI01010001010000000000000515BI0100001183	5.25	cum
35	35	Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001184	82.08	cum
36	36	Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.	BI01010001010000000000000515BI0100001185
37	37	Up to Ground Levet	BI01010001010000000000000515BI0100001186	138.46	sqm
38	38	Above Ground Levet	BI01010001010000000000000515BI0100001187	25.33	sqm
39	39	Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.	BI01010001010000000000000515BI0100001188	0.35	mt
40	40	Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001189	3.36	cum
41	41	Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.	BI01010001010000000000000515BI0100001190	3.31	cum
42	42	RCC Culvert 1.5 m Span ch @ 1/600 km	BI01010001010000000000000515BI0100001191
43	43	Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.	BI01010001010000000000000515BI0100001192	81.43	cum
44	44	Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification	BI01010001010000000000000515BI0100001193	5.25	cum
45	45	Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed	BI01010001010000000000000515BI0100001194	5.25	cum
46	46	Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001195	82.08	cum
47	47	Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.	BI01010001010000000000000515BI0100001196
48	48	Up to Ground Levet	BI01010001010000000000000515BI0100001197	138.46	sqm
49	49	Above Ground Levet	BI01010001010000000000000515BI0100001198	25.33	sqm
50	50	Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.	BI01010001010000000000000515BI0100001199	0.35	mt
51	51	Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001200	3.36	cum
52	52	Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.	BI01010001010000000000000515BI0100001201	3.31	cum
53	53	RCC Culvert 1.5 m Span ch @ 2/600 km	BI01010001010000000000000515BI0100001202
54	54	Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.	BI01010001010000000000000515BI0100001203	81.43	cum
55	55	Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification	BI01010001010000000000000515BI0100001204	5.25	cum
56	56	Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed	BI01010001010000000000000515BI0100001205	5.25	cum
57	57	Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001206	82.08	cum
58	58	Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.	BI01010001010000000000000515BI0100001207
59	59	Up to Ground Levet	BI01010001010000000000000515BI0100001208	138.46	sqm
60	60	Above Ground Levet	BI01010001010000000000000515BI0100001209	25.33	sqm
61	61	Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.	BI01010001010000000000000515BI0100001210	0.35	mt
62	62	Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001211	3.36	cum
63	63	Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.	BI01010001010000000000000515BI0100001212	3.31	cum
64	64	RCC Culvert 3.0 m Span ch @ 3/400 km	BI01010001010000000000000515BI0100001213
65	65	Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.	BI01010001010000000000000515BI0100001214	81.43	cum
66	66	Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification	BI01010001010000000000000515BI0100001215	5.25	cum
67	67	Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed	BI01010001010000000000000515BI0100001216	5.25	cum
68	68	Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001217	82.4	cum
69	69	Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.	BI01010001010000000000000515BI0100001218
70	70	Up to Ground Levet	BI01010001010000000000000515BI0100001219	145.28	sqm
71	71	Above Ground Levet	BI01010001010000000000000515BI0100001220	41.48	sqm
72	72	Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.	BI01010001010000000000000515BI0100001221	0.74	mt
73	73	Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001222	3.9	cum
74	74	Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.	BI01010001010000000000000515BI0100001223	8.1	cum
75	75	RCC Culvert 3.0 m Span ch @ 3/500 km	BI01010001010000000000000515BI0100001224
76	76	Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.	BI01010001010000000000000515BI0100001225	81.43	cum
77	77	Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification	BI01010001010000000000000515BI0100001226	5.25	cum
78	78	Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed	BI01010001010000000000000515BI0100001227	5.25	cum
79	79	Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001228	82.4	cum
80	80	Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.	BI01010001010000000000000515BI0100001229
81	81	Up to Ground Levet	BI01010001010000000000000515BI0100001230	145.28	sqm
82	82	Above Ground Levet	BI01010001010000000000000515BI0100001231	41.48	sqm
83	83	Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.	BI01010001010000000000000515BI0100001232	0.74	mt
84	84	Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.	BI01010001010000000000000515BI0100001233	3.9	cum
85	85	Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.	BI01010001010000000000000515BI0100001234	8.1	cum
86	86	GST Amount for providing Service to Government Contract Works for the above Construction Works.\n { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n	BI01010001010000000000000515BI0100001235	1	GST Amount (in Rupees)

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Chengalpattu District Strengthening Of Chinnavenmani To Onampakkam Road 0/0-4/00 In Madurantakam Panchayat Union Under Tnrris 20-21 Having Package No . 8/20-21, Madurantakam-Tamil Nadu

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Chengalpattu District Strengthening Of Chinnavenmani To Onampakkam Road 0/0-4/00 In Madurantakam Panchayat Union Under Tnrris 20-21 Having Package No . 8/20-21, Madurantakam-Tamil Nadu

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