NIT NO 10 OF 2023-24 DATED 12-02-2024

Amount

Raising and Strengthening of Canal from Ch.1250.00m to Ch.1980.00m at RC2, Ch.150.00 to Ch.170.00 at LBMC,Ch.700.00 to Ch.800.00 at RC1,Ch.750.00 to Ch.800.00 at RC2 and Ch.2500.00 to Ch.2600.00 at RBMC of Singra FIS

Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

Restoration of CC Bed at D/S of Headworks

Labour for dismantling of old CC work and stacking the spoils at suitable place including local carriage, complete as directed

Collection of hard river gravel, chips of size 6 mm to 20 mm free from dust and dirt from quarry including loading and unloading etc, complete as directed.

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.50 M, complete as directed.

CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Restoration of HP Culvert at Ch. 770.00 of Canal RC2

Earthwork in excavation and removal of swelled up earth mixed with silt and slurry due to sand, bailing out water in foundation trenches upto required level including shuttering, shoring, dewatering by means of pump set etc. removing the spoils to a safer distance etc, complete as directed. (i) Without dewatering

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supply of Hume pipe NP3 of dia 1200 mm

Supply of Coleer

Labour for fitting and fixing hume Pipe in proper position with collers including joining the joints in cement mortar in prop. 1:3 and curing as per direction of the department including necessary carrying the same from dodown. ( For 90 cm to 120 cm dia)

Construction of Outlet

Earth work in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing in foundation shoringetc removing the surplus spoils by head load to a safe distance from the working place and depositing the required spoils in uniform layers dressing watering breaking clods not more than 10mm cube with compensation complete as directed ( Including bailing out stagnant rain water where necessary.) A. All types of soil except mixed with gravel and boulder. (I) For normal lead of 30M. and lift of 1.5 M.

CC work in proportion 1:4:8 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)

CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc. with broken stone aggregate of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supply of Hume pipe NP3 of dia 150 mm.

Supply of Coller (for 150mm dia pipe)

Labour for fitting and fixing hume pipe in position with collars including joiningthe cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed. (i) For 30 cm to 60 cm dia

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after competition of C.C. & R.C.C. works etc, complete as directed (Measurement to be taken at the face area timbered) (Abutment/Return wall/ Piers/ Pedestal etc) (ii) With 38 mm thick wood plank.

12mm cement plastering including clearing surface and curing complete as directed. i) In Prop.1:3.

Construction of cattle cart crossing at Ch.850.00 (RC2),Ch.900.00(LBMC) and Ch.880.00(RBMC)

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (i) With 19 mm thick plyboard

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed..

BALAJI CONSTRUCTIONS

Ponkaj Deka

JOGESH KALITA

Padmini Construction