PROVN OF SEWAGE LINE IN JCOs/ORs MD ACCN AT DID LINES, KOTA STONE FLOORING IN STAIR CASE AND HALL OF BLDGS NO P158 AND P163, OH PVC TANKS IN BLDGS NO P51, P67, P68, P73, P108, P109 P110 AT KABUL LINES, RAIN WATER PTROTECTION FOR SENTRIES AT GATE NO

Amount

Demolition of cement concrete (reinforced) of any description and in any position complete all as specified and as directed.

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

Demolition of brick work built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facings, complete all as specified and as directed.

Taking down cement plaster on brick or stone walls, including racking out joints, hacking for key, scrubbing down with water etc., to receive new plaster, complete all as specified and as directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding ( but not backing) & removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed.

Taking down chowkats or frames with shutters (without taking off shutters from the frames) exceeding 1.50 Sqm and not exceeding 4 Sqm each and removing from site, complete all as specified and as directed.

Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings, complete all as specified and as directed.

Dismantling existing water tanks of capacity exc 250 & not exceeding 500 ltrs lowering from its position and removal to store, complete all as specified and as directed.

Taking down steel tubing and connections including cleaning for refixing or removal from site for bore of pipe 15mm, complete all as specified and as directed.

Taking down steel tubing and connections including cleaning for refixing or removal from site for bore of pipe 20mm, complete all as specified and as directed.

Taking down steel tubing and connections including cleaning for refixing or removal from site for bore of pipe 50mm, complete all as specified and as directed.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar (Internal dia of pipe 200mm) complete all as specified and as directed.

Excavation in post holes (or similar holes) in soft/loose soil each not exceeding 0.5 cum getting out, returning, filling in ramming earth or broken rubble in layers not exceeding 25 cm, watering and removing of surplus soil to a distance not exc 50m and making good surfaces, complete all as specified and as directed.

Surface excavation in soft/loose soil not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified and as directed.

Excavation in over areas not exceeding 1.5mtr deep and getting out complete in any type of soil, complete all as specified and as directed.

Excavation in over areas exceeding 1.5mtr deep but not exceeding 3.0mtr deep and getting out complete in any type of soil, complete all as specified and as directed.

Excavation in over areas exceeding 3.0mtr deep but not exceeding 4.5mtr deep and getting out complete in any type of soil, complete all as specified and as directed.

Excavation in trenches not exceeding 1.5mtr wide and not exceeding 1.5mtr deep and getting out complete in soft/loose soil, complete all as specified and as directed.

Excavation in trenches not exceeding 1.5mtr wide and exceeding 1.5mtr deep but not exceeding 3.0mtr deep and getting out complete in soft/loose soil, complete all as specified and as directed.

Returning, filling in, including spreading, leveling watering and well raming in layers not exceeding 25cms thick complete all as specified and as directed.

Removal of surplus soil to a distance not exceeding 50mtrs and depositing where directed at a level not exceeding 1.5 mtr above the starting point, complete all as specified and as directed.

Loose filling of broken brick aggregate of guage 40 to 80 mm as in sokage pit, soakage well etc., spread and levelled, complete all as specified and as directed.

Plain cement concrete 1:4:8, Type D-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete, complete all as specified and as directed.

Plain cement concrete 1:2:4 type B- 1 using 20mm graded crushed stone aggregate as in window or door cills, lintels, bressumers, steps, quoins blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundry pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone wlling), corbels, brackets etc. (of any indicated section), with plain fair faces, including chamfes, weathering, throaing etc., and set in cement mortar 1:4 with matching joints, complete all as specified and as directed.

PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in benching, roof kerb, mud stops, plateform for OHT and similar type of work, including weathering, slightly rounded or chamfered angles and throating on top of chajjas, rails, cills etc., complete all as specified and as directed.

Precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate, as in cover slabs (perforated type) and the like, set in cement mortar 1:4, complete all as specified and as directed.

PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in surface channels and drains. complete all as specified and directed.

Brick work with sub class “B” bricks straight or curved on plan exceeding 6mtr mean radius built in cement mortar 1:6 using old size bricks, complete all as specified and as directed.

Brick work with sub class “B” bricks straight or curved on plan exceeding 6mtr mean radius built in cement mortar 1:4 using old size bricks, complete all as specified and as directed.

Brick work with sub class “B” bricks straight or curved on plan built to any radius in cement mortar 1:4 using old size bricks in half brick walls, complete all as specified and as directed.

Brick work with sub class “B” bricks straight or curved on plan built to any radius in cement mortar 1:3 using old size bricks in brick on edge (less than half brick thick) walls, complete all as specified and as directed.

Cutting holes into or through brick walls built in cement mortar for inserting hold fast/passing of pipes, area of each hole not exceeding 150Sqcm and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 type B-1, complete all as specified and as directed.

Cutting holes into or through brick walls built in cement mortar for inserting hold fast/passing of pipes, exceeding half brick but not exceeding one brick thickness and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 type B-1, complete all as specified and as directed.

18-20mm thick Granite stone slab (table rubbed and polished) in steps, shelves, and the like not less than 1Sqm (in one piece), laid over 20mm thick layer of cement mortar 1:3 after rougheniung of existing concrete surface and applying a layer of neat cement slurry @ 3Kg/Sqm including pointing in white cement 1:2 using marble dust with admixture of pigments to match with shade of stone, including moulding of edges, complete all as specified and as directed.

Aluminium alloy powder coated (50micron) anodised auminium door frame section 100xmm x 44mmx2mm thickness ,shutters of aluminium section ofsize 85mm x44mm x2mm thick Top rail and both styled of size 100 mmx44mmx2mm thick lock rail and bottom rail of xize 115mm x 44mm x2mm thick incl aluminium anodised snap beading and rubber packing & 5.50 mm thick froasted designer glass(ass approved by GE) incl 100 mm long alm butt hinfes 04 Nos each leaf 200mm long tower bolt ,.200 mm long fancy ryper alm handle -02 Nos on each leaf ,4 leaver brass 100mm long mortick lock and suitable door closer /floor spring heavy duty for each leaf (Make -SMRAT/SADHU) complete all as specified and directed.

Aluminium anodized decorative grills with mesh size 30mm x 30mm made ouit of 6mm-5mm thick aluminium section with fixing rails of aluminium channels 12-15mm, complete all as specified and as directed.

Hard drawn Welded steel wire fabric nominal pitch of mesh 50mm x50 mm and weight not exceeding 4Kg/Sqm to wood or steel members with necessary fixing arrangement as per site requirement, complete all as specified and as directed.

Mild steel framed work as in grills, gratings etc., with ends of bars shouldered and or riveted or forged into spikes, framed guard bars, barred iron doors, ladder, framed balusters, railing, frame work for water tanks and similar work, complete conforming to Fe 290 Gde-E-165 including shop coat of red oxide including preparation of surface before fixing, complete all as specified and as directed.

Mild steel framed work as in doors (as in chowkats) or gates of angle or other section with gusset plates, rails, braces etc., exclusive of steel sheeting or other covering, hanging or fastening and fixing complete conforming to Gde Fe-410-0 or Fe-310-0 including shop coat of red oxide including preparation of surface before fixing, complete all as specified and as directed.

Mild steel work as in Hollow section, angle Iron, flat Iron for fixed indepently connecting purlin, rafters, MS plate as reqd forming holes bolted and welded attchment and curved shaped by welding (thickness of metal n.exxc.6mm) making jointless by filling including cutting etc, complete all as specified and as directed.

Stainless Steel hollow section medium grade (tubular/square/rectangula) fixed independently or connected to purlin, rafters as required, forming holes, for bolted and welded attachment and curved shape by welding (thickness of metal not exceeding 6mm) making jointless by filing etc., complete all as specified and as directed.

Mild steel TMT bars upto 10mm dia, cut to length, bent to shape required, including cranking, bending, spirally for hopping for columns, hooking ends, and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-410-S or Fe-410-0, complete all as specified and as directed.

8mm thick Poly carbonate reinforced coloured plain sheeting fixed with coach screws and washers in roofs etc., including taking down old AC sheets, complete all as specified and as directed.

Pre-Painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an 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.

Pre-Painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50 mm thick of an 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.

E-board 4mm thick self design type tiles ceiling on GI Powder coated channel/Tee/Grid of make(Armstrong or equivalent) frame work with the following specification including cutting holes to brick wall built in cement mortar & making good in cm 1:3 of cement concrete 1:2:4 type BO complete all as specified and as directed. (a) Plugging to wall around the rooms & supplying & fixing GI Powder coated angle of size 25mm x 25mm x 1.0mm (b) S&F of 1.60 mm dia GI wire suspenders with adjustable clamps including fixing to ceiling dash free fasterers (c) S&F 25mm x 25mm x1.5mm GI Powder coated tee as in main & cross members at 595mm c/c supported suspenders alongwith adjustable clamp to maintain level. ( d) S&F E-board 4mm thick self design type ceiling tiles of size 595mm x 595mm confirming to relevant IS in squares of GI Powder coated Tee with clips made to shape. Shade and pattern of Gypsum board shall be as approved by GE

75 mm thick plain cement concrete 1:3:6 type C-2, using 40mm graded crushed stone aggregate as in sub base finished even and fair, complete all as specified and as directed.

Pre-polished coloured chequered cement concrete tiles, factory made, Premium quality 300mm x 300mm x 25mm thick, set, jointed in neat cement slurry and pointed flush with grey cement and no pigments to match colour of blocks in floors over 15 mm thick screed bed or bedding layer in cementy mortar 1:4, complete all as specified and as directed.

Vibro compacted Precast concrete interlocking paver blocks, factory made, any shape and size conforming to IS- 15658- 2006 of 60mm thick, M-35 Grade set, jointed in neat cement slurry and pointed flush with grey cement mixed with no pigments to match colour of blocks in floors laid over 30mm thick sand cushioning, complete all as specified and as directed.

25 mm thick cement concrete 1:2:4 type B-1 (using 20mm grade crushed stone aggregate) cement as in levelling course in floors finished even and fair, complete all as specified and as directed.

Machine cut kota stone slab 18-20mm thick as in floors laid, bedded and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing to mirror finish complete including screed bed or bedding layer of mortar 20mm thick in cement mortar 1: 4 for laying floor finishes, complete all as specified and as directed.

Machine cut kota stone slab 18-20mm thick as in as in vertical surfaces of dados/skirtings/sides of pillars etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick backing layer in cement mortar 1:4 including dismantling of old tiles with backing, complete all as specified and as directed.

Labour only for rounding of edges of marble/kota stone slab on one edge, complete all as specified and as drected.

Vitrified coloured ceramic tiles dark shade 10mm thick (square/rectangular) polished, area of tiles not exceeding 0.36Sqm each in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement mortar 1:4 including dismantling of old tiles with backing, complete all as specified and as directed.

Vitrified coloured ceramic tiles dark shade 10mm thick (square/rectangular) polished, area of tiles not exceeding 0.36Sqm each as in vertical surfaces of dados/skirtings/sides of pillars etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10 mm thick backing layer in cement mortar 1:4 including dismantling of old tiles with backing, complete all as specified and as directed.

Non skid ceramic coloured floor tiles 300mm x 300mm x 6-7mm thick as in floors, set and jointed in neat cement slurry and pointed in white cement with pigments to match over and including the provision of 15 mm thick bedding layer in cement mortar 1:4, complete all as specified and as directed.

Non skid ceramic coloured floor tiles, 7-8mm thick, size of ech tile exceeding 0.11Sqm but not exceeding 0.18Sqm as in floors set and jointed in neat cement slurry and pointed in white cement with pigments to match over and including the provision of 15 mm thick bedding layer in cement mortar 1:4, complete all as specified and as directed.

Glazed Coloured Ceramic tiles in vertical surface 300mm x 200mm x 6-7mm thick set and joint in neat cement slury and pointed in white or colour cement to match laid over 10 mm thick screed bed in CM 1:4, complete all as specified and as directed.

Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement, complete all as specified and as directed.

Rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement, complete all as specified and as directed.

Preparing newly plastered surfaces of walls and applying two coats of oil bound distemper over a coat of alkali resistant primer applied over 2mm thick layer of Birla white wall care putty duly smoothened with sand papers, complete all as specified and as directed.

Preparing newly plastered surfaces of wall and applying two coats of cement based paint over a coat of primer, complete all as specified and as directed.

Preparation of new steel surfaces and applying two coats of synthetic enamel paint on surfaces of any description exceeding 10 cm width or girth over a coat of red oxide, complete all as specified and as directed.

15mm bore GI tubing (medium grade) with all fittings and fixed complete to walls and ceiling or laid in floors/roofs, complete all as specified and as directed.

20mm bore GI tubing (medium grade) with all fittings and fixed complete to walls and ceiling or laid in floors/roofs, complete all as specified and as directed.

50mm bore GI tubing (medium grade) with all fittings and fixed complete to walls and ceiling or laid in floors/roofs, complete all as specified and as directed.

Rotational moulded polyethene three layers 500 Litres capacity (cylinderical, vertical with closed top) hoisted and fixed in position, including PVC Tank covers, complete all as specified and as directed.

SGSW pipe grade 'A' 150 mm dia including jointing with cement mortar, complete all as specified and directed.

Cement concrete 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) in bed to drain pipe 150 mm dia including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.

Class SN-8 Internal dia of pipe 150mm & thickness of pipe as specified in IS 16098 (Part-2):2013, clause 6.3.1 table no 5structured wall polythelene piping system with non smooth external anular corrugated and smooth internal surface (double wall) for non pressure underground sewerage & drainage application polythylene piping fitted with help of coupler attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying at prescribed gradient, depth and alignment, testing the water tightness of the joint, ensuring the continuity tests of the specified pipe segments etc including all necessary fittings (cost of fittings, rubber rings, gaskets etc includded) complete all as specified and as directed by Engineer-in-charge. (Note : Any Govt assets like sewage/water supply line,wall/fencing,Road/path etc similar work found damaged during execution of work, the contractor will be resposible to making good at same time without any extra cost).

Class SN-8 Internal dia of pipe 300mm & thickness of pipe as specified in IS 16098 (Part-2):2013, clause 6.3.1 table no 5, structured wall polythelene piping system with non smooth external anular corrugated and smooth internal surface (double wall) for non pressure underground sewerage & drainage piping fitted with help of coupler attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying at prescribed gradient, depth and alignment, testing the water tightness of the joint, ensuring the continuity tests of the specified pipe segments etc including fittings (cost of fittings, rubber rings, gaskets etc included) Complete all as specified and as directed by Engineer-in-charge (Note : Any Govt assets like sewage/water supply line,wall/fencing,Road/path etc similar work found damaged during execution of work, the contractor will be resposible to making good at same time without any extra cost).

Class SN-8 Internal dia of pipe 500mm & thickness of pipe as specified in IS 16098 (Part-2):2013, clause 6.3.1 table no 5, structured wall polythelene piping system with non smooth external anular corrugated and smooth internal surface (double wall) for non pressure underground sewerage & drainage piping fitted with help of coupler attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying at prescribed gradient, depth and alignment, testing the water tightness of the joint, ensuring the continuity tests of the specified pipe segments etc including fittings (cost of fittings, rubber rings, gaskets etc included) Complete all as specified and as directed by Engineer-in-charge (Note : Any Govt assets like sewage/water supply line,wall/fencing,Road/path etc similar work found damaged during execution of work, the contractor will be resposible to making good at same time without any extra cost).

GI nipple of suitable size for making pipe connections of 15mm bore pipe with HDPE water storage tank , fixed in repairs, complete all as specified and as directed.

GI nipple of suitable size for making pipe connections of 20mm bore pipe with HDPE water storage tank , fixed in repairs, complete all as specified and as directed.

Gun metal globe or gate valve screwed down high pressure with iron wheel head, screwed both ends for iron pipe 15mm bore, fixed in repairs, complete all as specified and as directed.

Gun metal globe or gate valve screwed down high pressure with iron wheel head, screwed both ends for iron pipe 20mm bore, fixed in repairs, complete all as specified and as directed.

CP brass shower rose fancy type 125mm size with or without swivel joint for 15mm bore pipe, fixed in repairs, complete all as specified and as directed.

Fancy type Stop valves, cast copper alloy chromium plated screwed down, high pressure, with crutch or butterfly handles, screwed both ends for iron pipes or for unions, 15mm dia of pipe, fixed in repairs, complete all as specified and as directed.

15mm bore bib tap chromium plated brass long body, Fancy type with crutch or butter fly handle, screwed down, screwed for iron pipe or for brass ferrule, fixed in repairs, complete all as specified and as directed.

20mm bore ball valves high pressure of PTMT with epoxy coated aluminium rod & high-density plastic ball, screwed for iron pipe and fixed minimum weight -210gms, fixed in repairs, complete all as specified and as directed.

DWCPE (SN8) nominal size 200 mm (internal dia) mm including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and as directed.

Precast SFRC square or rectangular manhole covers 75 mm thick with frame medium duty conforming to IS-12592 including necessary hold fasts and hooks, complete all as specified and as directed.

Cutting into existing manholes for connecting 200mm bore of pipe to new drains, making good to pipe in cement concrete 1:2:4 type B-1, including cutting into existing benching for and forming branch channel (1/2 round or 3/4 section) smooth finished including rendering, complete all as specified and as directed.

Cutting into existing manholes for connecting 250mm bore of pipe to new drains, making good to pipe in cement concrete 1:2:4 type B-1, including cutting into existing benching for and forming branch channel (1/2 round or 3/4 section) smooth finished including rendering, complete all as specified and as directed.

NOTE:- For minimum fair wages ,EPF and payment to labour employed, refer Sch A Note No-17,18 and Special Condition No 5 & 21.2 of this tender. Contractor must produce all the relevent record such as payment made to labour, EPF etc at the time of payment of RARs/Final bill. No payment will be released to contrator without producing the proper record.

NOTE:- Irrespective of whatever specified elsewhere in tender documents, all the debris/waste materials produced out of above mentioned work shall be removed out of Cantonement land and disposed off at locations notified by the Delhi Cantonment Board for disposal of waste building materials within NCR area, without any extra cost to Department under own arrangement of contractors. The rates quoted by the contractors against the items catered here-in-above in the BOQ are inclusive of said provision.

M/s Shubh Enterprises

S GOURAV PRAKASH ENTERPRISES

Vipul Construction

m/s VK construction company

M/S VERMA BUILDER