PROVN OF 300 USER SEPTIC TANK, SOAK PIT AND SEWAGE LINE FOR BLDG NO P-129 to P-131, R-5 AND R-7 OR MD ACCN AT RECORDS LINE AND SPL REPAIR TO ROADS WITHIN WELLESLEY LINE FROM QTR GD TO TAKE OVER POINT GATE AT DSC CENTRE KANNUR UNDER GE (ARMY) TVM

Amount

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) in foundation trenches or drains, not exceeding 1.5 m in width or 10 sqm on plan and not exceeding 1.5 m depth, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr complete all as specified and directed.

Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) in foundation trenches or drains, not exceeding 1.5 m in width or 10 sqm on plan and not exceeding 1.5 m depth, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated materials as directed, within a lead of 50 m complete all as specified and directed.

Returning and filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soil obtained from excavation complete all as specified and directed.

Removing excavated materials, soil to a distance exceeding 250 m but not exceeding 500 m depositing where directed at a level 1.5 m above starting point complete all as specified and directed.

Removing excavated materials, rocks to a distance exceeding 250 m but not exceeding 500 m depositing where directed at a level 1.5 m above starting point complete all as specified and directed.

M&L for PCC 1:4:8, Type D2 (using 40mm graded stone aggregate) as in foundation, filling mass concrete or similar works, complete all as specified and directed.

M&L for pre-cast cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in CM 1:6 complete all as specified and directed.

M&L for rendering 15 mm thick cement plaster in cement mortar 1:4 on fair faces of brick work/ PCC solid block masonry/ concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.

M&L for PCC 1:2:4, type B-2, using 40mm graded stone aggregate as in benching, surface channels and drains including necessary form works complete all as specified and directed.

M&L for Pre-cast RCC 1:2:4, type B1 using 20mm graded stone aggregate as in manhole/ drain cover slab etc; set in cement mortar (1:6) complete all as specified and directed. Note: Reinforcement shall be measured and paid separately.

S&F CRS TMT steel bars as reinforcement, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as concrete bed to drain pipe 160 mm dia bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

S&F 160 mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints or jointing with solvent cement, laid in trenches or in floors complete all as specified and directed.

Demolition of Cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed.

M&L for 75mm thick cement concrete, 1:4:8, Type D2 (using 40mm graded stone aggregate) as in floor, complete all as specified and directed.

M&L for 75mm thick cement concrete, 1:2:4, Type B1 (using 40mm graded stone aggregate) as in floor, complete all as specified and directed.

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas, exceeding 30 cm but not exceeding 1.5 m in depth and exceeding 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 lift upto 1.5mtr, as directed by Engineer-in-charge complete all as specified and directed.

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas, exceeding 1.50 mtr but not exceeding 3.00 mtr in depth, exceeding 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 lift upto 3.0 mtr, as directed by Engineer-in-charge complete all as specified and directed.

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas, exceeding 3.00 mtr but not exceeding 4.50 mtr in depth, exceeding 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 lift upto 4.5mtr, as directed by Engineer-in-charge complete all as specified and directed.

Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) over areas, exceeding 1.5 m but not exceeding 3.00 m in depth, exceeding 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 lift upto 3.00m, as directed by Engineer-in-charge complete all as specified and directed.

Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) over areas, exceeding 3.00 m but not exceeding 4.50 m in depth, exceeding 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 lift upto 3.00m, as directed by Engineer-in-charge complete all as specified and directed.

M&L for RCC M-30 (Ready Mix Concrete Design Mix) using 20 mm graded stone aggregate in Foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs and mass concrete complete all as specified and directed.

M&L for RCC M-30 (Ready Mix Concrete design mix) using 20 mm graded stone aggregate in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.

M&L for RCC M-30 (Ready Mix Concrete design mix) using 20 mm graded stone aggregate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

M&L for providing precast cement concrete 1:3:6 type C1 using 20mm graded stone aggregate, solid building blocks or slabs 10cm thick wall with plain or interlocking joints as directed, setting in cement mortar 1:6 in walls complete all as specified and directed.

S&F CRS TMT steel bars as reinforcement, 6mm to 8mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Use & waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for falt, fair finished surfaces of concrete complete all as specified and directed.

Use & waste Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for falt, fair finished surfaces of concrete complete all as specified and directed.

Use & waste Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for falt, fair finished surfaces of concrete complete all as specified and directed.

M&L for rendering 15mm thick in cement mortar 1:3 on fair faces of brick work or concrete surfaces, mixed with water proofing compound @ 3% by the weight of cement, finishing the surface fair and even complete all as specified and directed. Note: Water proofing compound will be measured and paid separately.

M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, mixed with water proofing compound @ 3% by the weight of cement, finishing the surface fair and even complete all as specified and directed. Note: Water proofing compound shall be measured and paid separately.

Supply only integral water proofing compound complete all as specified and directed.

M&L for cement concrete 1:2:4 type B1, using 20 mm graded stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges including necessary formwork complete all as specified and directed.

M&L for cement concrete 1:2:4 type B0, using 12.50 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and directed.

S&F PVC coated MS rungs 20 mm dia including fixing and embedding in concrete complete all as specified and directed.

S&F 110 mm bore PVC (SWR) pipes single socketed, in any length with solvent cement or rubber ring joints, fixed to walls complete all as specified and directed.

S&F 110 mm bore PVC (SWR) vent cowl complete all as specified and directed.

S&F mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.

M&L for loose filling with broken stone or boulders aggregates of gauge 40 to 80 mm in soakage pits/ soakage wells as filter media as per drawing complete all as specified and directed.

M&L for loose filling with broken bricks of gauge 80 to 150 mm in soakage pits/ soakage wells as filter media as per drawing complete all as specified and directed.

Repair to potholes any depth, not exceeding 1 Sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and exceeding 50 mm & not exceeding 100 mm deep, including removing to a distance exceeding 50 mtr complete all as specified and directed.

M&L for premix bituminous, macadam (consolidated thickness 75mm or less) with binder (Paving bitumen of VG-30) content at 4% by weight of total mix, laid/ rolled and compacted with 8 to 12 tonne power roller to required gradient and camber including use of mechanical paver complete all as specified and directed.

M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with bituminous primer using paving bitumen VG 10 grade at 5 kg per 10 sq metre using paving bitumen complete all as specified and directed.

M&L for bituminous premix semi-dense asphaltic concrete 40mm consolidated thickness with 5.50% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient with 8 to 10 tonne capacity power roller complete all as specified and directed.

M&L for applying road marking paint with reflective thermostatic white road marking paint either continuous or broken lines over existing or new painting surfaces of cement or bituminous surface, laid down through road marking machine using thermostatic material by incorporating the white glass powder for reflectively in 100 mm to 150 mm width in white or golden yellow colour by using applicator machine fitted with profile shoe, glass beds dispenser, propene tank heater and profile shoe heater including cleaning the road surface of all dirt, seals, oil grease and foreign material etc complete all as specified and directed.

M&L for applying evenly a priming/ tack coat with bituminous primer using paving bitumen VG 10 grade at 10 kg per 10 sq metre on old black top surfaces complete all as specified and directed.

M&L for 75 mm spread thickness Moorum/ red bajri, spread, rolled and consolidated to gradient and camber required complete all as specified and directed.

M/s Hari Construction (BID ID -3476535)