REPAIR TO FENCING, DRAIN, FOOTPATH AND SEWAGE LINE AT SOUTH SIDE OF RUNWAY AT AF STN JODHPUR

Amount

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in concrete, brick work, masonry, etc. and making good disturbed ground complete all as specified & directed by the Engineer-in-Charge.

Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified & directed by the Engineer-in-Charge.

Demolition of Brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified & directed by the Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by the Engineer-in-Charge.

Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) and removing the demolished material or debries out side MoD land complete all as specified & directed by the Engineer-in-Charge.

Dismantling of cast iron or reinforced concrete drain pipes 75/100 mm dia, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed by the Engineer-in-Charge.

Excavating in post holes (or similar holes) in hard/dense soil, each hole not exceeding 0.5 Cum, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and remvoing surplus soil to a distance not exceeding 50m and making good surfaces complete all as specified & directed by the Engineer-in-Charge

Material & labour for cement concrete 1:3:6, type C-2 (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified & directed by the Engineer-in-Charge.

Material & labour for Rolled mild steel work Fe-290 (Grade E- 165), as in fencing posts with or without Y/U/Swan Neck made of angle or other section, made to shape complete, welding, drilled for fixing or holding of barbed wire or concertina coil , etc. to be prepared for hanging or steel hanging fittings; also fastening and fixing complete all as specified & directed by the Engineer-in-Charge.

Material & labour for MS 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 & directed by the Engineer-in-Charge.

Supply & fixing in repairs Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified & directed by the Engineer-in-Charge.

Material & labour for restraining and resecuring barbed wire fencing including making good staples etc (each line wire to be measured) complete all as specified & directed by the Engineer-in-Charge.

Material & labour for preparation of new or previously untreated steel surface of any description over 10 cm width and girth, not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified & directed by the Engineer-in-Charge.

Material & labour for squared rubble walling, Jodhpur type, brought upto courses, curved on plan to a mean radius not exceeding 6m, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge.

Material & labour for squared rubble walling (Except stone) Jodhpur type, brought upto courses, curved on plan to a mean radius not exceeding 6m, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge.

Material & labour for precast cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) as in block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:6, including demolition of old masonry complete all as specified and as directed by the Engr-in - Charge.

Material & labour for cement concrete 1:4:8, type D-2 (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified & directed by the Engineer-in-Charge.

Material & labour for cement concrete 1:3:6 type C1 (using 20 mm graded stone aggregate) as in cills, steps, bands, copings, bed plates, blocks for inserting hold fast etc and the like including including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engr-in - Charge.

Material & labour for rendering 15mm thick in cement mortar 1:4, on fair face of brickwork or cement concrete surfaces of walls including finished even and smooth using extra cement complete complete all as specified & directed by the Engineer-in-Charge.

Material & labour for cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in benching of manhole, surface channels and drains complete all as specified & directed by the Engineer-in-Charge.

Material & labour for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified & directed by the Engineer-in-Charge.

Material & labour for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.complete all as specified & directed by the Engineer-in-Charge.

Material & labour for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by the Engineer-in-Charge.

Material & labour for 75 mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base etc complete all as specified & directed by the Engineer-in-Charge.

Material & labour for 40 mm thick PCC 1:2:4, type B-1, (using 20 mm graded stone aggregate), as in floors, hardstanding complete all as specified & directed by the Engineer-in-Charge.

Material & labour for preparation of new or previously untreated concrete surface of any description over 10 cm width and girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) complete all as specified & directed by the Engineer-in-Charge.

Material & labour for 25mm thick PCC 1:2:4 type B-0 (using 12.5 mm graded crushed stone aggregate) as in sub floors complete all as specified & directed by the Engineer-in-Charge.

Material & labour for factory made vitrified heavy duty parking tiles coloured, matt finished, unglazed and unpolished of size 300 x 300 x 10 mm over and including 15 mm thick screed bed in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge.

Material & labour for cleaning/clearing of blocked under ground sewage lines of any bore, any description and in any position, any depth, by taking out loose sediment sand, grit, ash, sludge, rags, fibres, vegetation etc by water pressure jetting machine/Mechanical means, from one manhole to next manhole and washing throughout with fresh water including removing all sludge from the sewage lines in covered vans, trolley and disposed off properly outside the MD land upto the entire satisfaction of Engineer-in-charge complete all as specified and directed. Note: The location out side MOD land for disposal of foreign material, sludge obtained under this item shall be located by the contractor.

Cleaning of manhole of any description & size, any depth including lifting up and removing sludge and any other foreign material with vehicle mounted sludge sucker/Mechanical means and washing down with water for smooth functioning of sewage line upto the entire satisfaction of Engineer-in-charge including removing all sludge from the sewage lines in covered vans, trolley and disposed off properly outside the MD land upto the entire satisfaction of engineer in charge complete all as specified and directed. Note: The location out side MOD land for disposal of foreign material, sludge obtained under this item shall be located by the contractor.

Material & labour for cleaning of septic tank of capacity of 50 to 100 users by removing sewage sludge, accumulated solid/semi solid sludge and any other foreign material with vehicle mounted sludge sucker/Machanical means and washing down with water and removing the sludge and other material obtained for disposing outside MD Land upto the entire satisfaction of engineer in charge complete all as specified and directed. Note: (i) The location out side MOD land for disposal of foreign material, sludge obtained under this item shall be located by the contractor. (ii) The rate quoted under this item includes bailing out sludge water from septik tank all as directed.

Removing blockage of soil/waste pipe of any dia and cleaning the lines in between "Floor/Nahani trap to Gully trap and upto first man-hole" by mechanical means and washing down with fresh water including removing all sewage sludge from the sewage lines and disposed off properly outside the MD land upto the entire satisfaction of engineer in charge complete all as specified and directed

Removing blockage of soil/waste pipe of any dia and cleaning the lines in from "WC to 1st manhole" by mechanical means and washing down with fresh water including removing all sewage sludge from the sewage lines and disposed off properly outside the MD land upto the entire satisfaction of engineer in charge complete all as specified and directed

Provision of labour for bailing out the water from the Static Water Tank (SWT) of plan area exceeding 20 sqm but not exceeding 50 sqm and depth upto 3 metre and carrying out, cleaning, scraping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots etc from the walls and floor of Static Water Tank by scraping with the scrapers or iron wired brushes or by mechanical means and taking out liquid and sludge, solid contents from Static Water Tank (SWT) either manually or by mechanical pumping method and making the Static Water Tank (SWT) fully cleaned with clean water and make Static Water Tank (SWT) functional to the entire satisfaction of Engineer-in-Charge, including removing and disposing off properly the sludge and solid contents outside MD land complete all as directed by the Engineer-in-Charge. Note :- Any type of scaffolding, T&P, pumps required for cleaning of Static Water Tank (SWT) shall be arranged by the contractor and the rates quoted for this item includes the same.

Material & labour for Cutting into existing manholes for connecting new drains, making good to pipe for 150 mm dia and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified & directed by the Engineer-in-Charge.

Supply & fixing PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints laid in trenches complete all as specified and directed by the Engineer-in-Charge.

Supply & fixing PVC (SWR) pipes 110 mm dia single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed by the Engineer-in-Charge.

Supply & fixing PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints laid in trenches complete all as specified and directed by the Engineer-in-Charge.

Supply & fixing PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed by the Engineer-in-Charge.

Demolition and breaking up drain pipes 100/150/200 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) set in cement mortar including haunching and bed concrete complete all as specified and directed by the Engineer-in-Charge.

Material & labour for excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep in any type of soil, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc not exceeding 10 sqm on plan and getting out complete all as specified and directed by the Engineer-in-Charge.

Excavating over areas, not exceeding 1.5 m deep and getting out in any type of soil complete all as specified & directed by the Engineer-in-Charge.

Returning, filling in, of any type of excavated soil including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed by the Engineer-in-Charge.

Removing excavated material to a distance not exceeding 50 metres and depositing where directed at a level not exceeding 1.5 metres above the starting point complete all as specified and directed by the Engineer -in-charge.

Material & labour for concrete bed to drain pipes of 150 mm bore, in PCC 1:4:8 type D-2 (using 40 mm graded stone aggegate) including packing under, and haunching against the sides of pipes after they are laid and tested; in complete all as specified & directed by the Engineer-in-Charge.

Material & labour for 150 mm bore double wall corrugated pipe (DWCP) pipe including socket coupler etc laid and jointed complete all as specified and as directed by the Engineer-in-Charge.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for and disposal of unserviceable material, debris and rubish to a distance not exceeding 100 m complete all as specified & directed by the Engineer-in-Charge.

Material & labour for precast RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in cover slab for manhole etc with plane faces complete all as specified and directed by Engineer-in-Charge.

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

Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified & directed by the Engineer-in-Charge.

Supply and fixing Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.

VIKAS CONSTRUCTION CO.

Sankhla Builders and Construction