Rural Development And Panchayat Raj Department Tender

Provision for Signboard

Provision for KM stone

Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complee complying with standard specifications and as directed.

Providing and laying open graded Premix Carpet with seal coat 20mm consolidated thickness using 0.18 Cum of 13.2 mm IRC size machine crushed HBG metal an 0.09 Cum of 11.2 mm IRC size machine crushed HBG metal with 14.6kgs of bitumen for premixing per 10sqm. Metre of premix carpet and 0.09 Cum of 6.75mm IRC HBG size machine crushed HBG metal with 9.80kg. of bitumen per 10 spm. of seal coat including cost and conveyance of all materials from approved sources to worksite and stacking them to standard departmental gauge for pre-measurement including bitumen which will be supplied by the department at the departmental section store at Panchayat Union office including conveyance of bitumen from section stores to worksite and the cost of the same will be recovered from the contractors bill at the rates specified in the special condition appended herewith including heaking and mixing the materials using mini hot mix plant for premix carpet including all labour charges for spreading the same finishing to specifications, grades and cross section and consolidation by power roller including heating and sparying the biutmen for seal coat over finished permix carpet surfaces and spreading the 6.75 mm IRC chips uniformly over the suface and rolling with power roller rolling including hire and fuel charges for mini hot mix plant. Power roller and all other tools and plants employed, including all other incidental charges etc., complete --- km 0/0-1/0

Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complee complying with standard specifications and as directed.

Provision for RCC 1.50m Slab Culvert - culvert @ ch 0/700 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.

Collection and supply of U.S. Gravel from approved site including cost and conveyance of all materials to site and stacking to departmental gauge for taking remeasurements including all labour charges for spreading in berms etc., complete in Base course km 0/0-1/0

Providing and fixing Tar paper for bearing Between Bed Block & Deck slab

Centering charges for the wall sides and deck slab sides to site including labour charges etc complete

Provision for HM stone

Supply and filling of Red gravel with an for filling between wal including all cost and conveyance and excluding stacking charges etc., complete

Jeyankondam to Jambunathapuram-Perur Road km 0/0-1/6 Clearing the Scrub jungle including all labour charges etc.,

Earth work Excavation in all soils like HSC Soil with initial lead and lift including all other labour charges as per SS 20 A for 100% compaction by power roller etc., completed

km 1/0-1/130

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}

cement concrete 1:1 5:3 using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabricating charges but including curing including all labour charges etc.,

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle

CC 1:3:6 MIX using 40mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete for Abutement and wing

KM 1/0-1/350

Providing Weep Holes Arrangements

Retaining wall 30m at ch 1025m to 1055 etc., Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with initial led and lift as per SS 20B including shoring baling out water where necessary etc.. Complete for foundation as per SS 20 B -

Providing and laying Tack Coat over the W.B.M surface using 4.00Kg of Emulsion Bitumen as Blinder for 10Sqm. area including cost and conveyance of bitumen which will be supplied departmentaly at departmental section store at union office and cost of the same which will be recovered from the contractors bill at the rates specified in the special condition appended here with including conveyance of bitumen from section store to work site handling charges of bitumen at both ends and including all labour charges for clearing surface before the application of bitumen blinder and heating the bitumen to the required temperature including labour charges for applying tack coat uniformly including hire charges bitumen sprayer (with self heating and pumping arrengment) and all other tools and plants employed and also as directly by the engineer incharge and all other incidental charges etc. complete as per clause 505 of most specification. km 0/0-1/130

Supplying and filling in foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complying with std., speciication charges etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

KM 1/0-1/350

Providing and laying Water Bound Macadam Grading - III ( 75mm to 22.40mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 404 of MORD revision I (Mix - in - place method) km 0/0-1/0

Supplying and filling in foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complying with std., speciication charges etc.,

KM 1/0-1/130

Provision for KM stone

CC 1:2:4 MIX using 20mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete

Provision for HM stone

Providing and laying Tack Coat over the W.B.M surface using 4.00Kg of Emulsion Bitumen as Blinder for 10Sqm. area including cost and conveyance of bitumen which will be supplied departmentaly at departmental section store at union office and cost of the same which will be recovered from the contractors bill at the rates specified in the special condition appended here with including conveyance of bitumen from section store to work site handling charges of bitumen at both ends and including all labour charges for clearing surface before the application of bitumen blinder and heating the bitumen to the required temperature including labour charges for applying tack coat uniformly including hire charges bitumen sprayer (with self heating and pumping arrengment) and all other tools and plants employed and also as directly by the engineer incharge and all other incidental charges etc. complete as per clause 505 of most specification. km 1/0-1/6

KM 1/0-1/6

Collection and supply of U.S. Gravel from approved site including cost and conveyance of all materials to site and stacking to departmental gauge for taking remeasurements including all labour charges for spreading in berms etc., complete in Base course km 0/0-1/0

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle

Providing and laying open graded Premix Carpet with seal coat 20mm consolidated thickness using 0.18 Cum of 13.2 mm IRC size machine crushed HBG metal an 0.09 Cum of 11.2 mm IRC size machine crushed HBG metal with 14.6kgs of bitumen for premixing per 10sqm. Metre of premix carpet and 0.09 Cum of 6.75mm IRC HBG size machine crushed HBG metal with 9.80kg. of bitumen per 10 spm. of seal coat including cost and conveyance of all materials from approved sources to worksite and stacking them to standard departmental gauge for pre-measurement including bitumen which will be supplied by the department at the departmental section store at Panchayat Union office including conveyance of bitumen from section stores to worksite and the cost of the same will be recovered from the contractors bill at the rates specified in the special condition appended herewith including heaking and mixing the materials using mini hot mix plant for premix carpet including all labour charges for spreading the same finishing to specifications, grades and cross section and consolidation by power roller including heating and sparying the biutmen for seal coat over finished permix carpet surfaces and spreading the 6.75 mm IRC chips uniformly over the suface and rolling with power roller rolling including hire and fuel charges for mini hot mix plant. Power roller and all other tools and plants employed, including all other incidental charges etc., complete --- km 0/0-1/0

Provision for Signboard

Earth work Excavation in all soils like HSC Soil with initial lead and lift including all other labour charges as per SS 20 A for 100% compaction by power roller etc., completed

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

KM 0/0-1/130

CC 1:3:6 MIX using 40mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete for Abutement and wing