Irrigation And Water Resources Department Tender

Earth work for Lip Cutting for lining of Irrigation channel, inclusive of all allowances, leads and dressing 0 to1.50 mtr depth

Single layer brick lining for irrigation channels for discharge upto 150 cusecs consisting of: (i)10mm thick cement plaster 1:6 on sub grade (ii)10mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.30mm thick brick layer (228.6x111.1mm) laid in 1:3 mortar over 6mm thick 1:3 cement mortar (Total thickness of lining as 94.30mm) (B) On side slopes

Earth work in compaction extra for laying earth as per specification in 25 cm layer and dressing but excluding cost of rolling

Providing lowering laying cutting jointing and testing RCC 1200 mm dia pipe class NP3 as per 458-2003 with spigot and socketed joint manufactur ISI marked sulphate resistance cement as per ISI 12330 with rubber ring with ISI marked antitermite as required at site into trenches for all depth and laying out the same to correct aligment, gradients and level including dressing and trimming and cutting of concrete beds and sides of trenches if required jointing with Rubber ring in trenches and jointing with 1:1.5 cement sand mortar and with end dowels filled with 1:1.5 cement sand mortar and finisihing the joint at an angle of 45 degree with faces of spigot and socket joints cutting and finishing the cut surface to uniform finish etc as fully described in HSR item no,. 29.38, 29.44,29.45 & 29.46 including cartage, loading and unloading complete in all respect

Providing and laying in position machine batched and machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work, using minimum cement content 240Kg per cum and as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge in foundation and plinth. (Note: Cement content considered in this item is 240 kg/cum.)

Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge in foundation and plinth. (Note: Cement content considered in this item

Shuttering for faces of concrete foundation and foundation beams (vertical or battering)

Centring & shuttering for faces of wall, partition, retaining walls, wall stening and vertical or battering including attached plaster, butterress etc

Centring and shuttering for slab culverts excedding 3 mtrs but upto 6 mtr span

Dismantling of cement concrete 1:2:4

Dismantling brick work tile masonry or tile lining and tile terracing in cement

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storeys / basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement

Cement Lime Concrete 1:2:9:24, 0.041 cum Cement 0.82 cum Lime 0.37 cum sand and 1 cum Stone aggregate, 40 mm nominal size in foundation and plinth

First class brick work laid in cement sand mortar 1:3 in foundation and plinth

12 mm thick cement plaster in 1:3.

Providing and laying granular sub base 200 mm (GSB)

Providing and laying WMM to 250 mm

Providing and laying dense bitumen macadam BBM 65MM

Providing and laying dense Bitumen Macadam

Providing Prime Coat with bitumen

Providing and laying tack coat top on black top surface

Preparation of plastered surface for distempering including sand papering the surface, applying filling with approved quality filler, consisting of plaster of paris and chalks mitti including finishing the surface to the required finfish complete

Painting new letter and figurers of any shade with synthetic enamel paint black or any other approved color to give an even shade. b (i) English and Roman (Hyphons and the like not to be measured or paid for)

Credit of Brick Work

Credit of old NP-3 RCC Pipe, 1200 mm dia

Credit of Old steel