Construction of Septic Tank and Guard Room For Kasturba Gandhi Vidyalaya Van Gram, Ishanagar, Kumbhi Gola, Lakhimpur, Mitauli, Phool Behar, Ramia Behar, Pasgawan and Dhaurahra at District- Lakhimpur.(U.P.)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.DSR 2.6.1

Same as above but depth 1.5m to 3.00m depth DSR2.6.1&2.26.1

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8

Pre constructional anti-termite Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration etc all complete as per direction of E/I PWD PAR

Making apron(with Drain & other )analysis AR

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Lintel of doors & window, sunshades etc. DSR 5.3

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement Concrete of M25 grade with minimm cement content of 330 kg /cum (SLAB) DSR 5.33.2.1

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)6.1.1/AR

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2/AR