SPL REPAIRS TO INTERNAL ROAD IN BELONIA MARG, PROVN OF HARD STANDING FOR LT VEHS IN BASSERIA AND PROVN OF NEW SEPTIC TANK AND SOAK WELL FOR 200 USERS BACK SIDE OF 3 COY TOILETS AT 4 CSR UNDER GE (S) TEZPUR

Amount

Repair to potholes any depth, not exc 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 and making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mm complete all as specified and directed.

M&L for preparing existing black top surfaces of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer (paving bitumen grade VG-30) @ 5 kg/ 10 Sqm complete all as specified and directed.

M&L Premix bituminous, macadam using paving bitumen grade VG-30 content @ 4% by weight of total mix laid /rolled and compacted to required gradient and camber with 8-10 tonne power roller and rolled to a uniform smooth surface using grading 2 aggregate (consolidated thickness less than 75 mm ).complete all as specified and directed.

M&L for Bituminous premix semi-dense asphaltic concrete (SDAC) 40 mm consolidated thickness with 5.5% binder content of which (Paving bitument VG 30 @ 92 % and 8 % waste plastic) by wieght of total mix providing and laying with mechanical paver and compacted with 8 to 10 tonne capacity power roller to required gradient and camber complete all as specified and directed. Note :- Minimum bitumen content shall be 5.5% as specified here in above. Please note that if the actual qty of bitumen to be incorporated on approval of job mix formula is found more than minimum bitumen content specified above. No price adjustment shall be for actual bitumen content of mix design bitumen shall be paving bitumen of Graded VG-30 and shall be procured by the contractor.”

M&L for 1.5mm thick painting to road surfaces as in lines, dashes, arrows, letters, zebra crossing etc on roads, pavements and like with thermoplastic road marking paint of white and yellow colour applying glass beads @ 300 gms/Sqm over painted surfaces while the painting surfaces are by Hot mechanical means including cleaning surfaces complete all as specified and directed. (Make : Jotun India Pvt Ltd. / Asian Apcomark / STP / Shalimar Paints Ltd / Berger Paints Ltd / Jenson & Nicholson Paints Ltd.

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.

S & F in repairs Road Studs(Cat eye) two way reflective of 100mm x 100mm x 18.5mm ,ABS Body Reflective Panel of Amber, Red or White provided at site as per manufactuer's instructions with suitable rivet head nails and adhesive complete all as directed (Make : Model No. DA 978 of Dark Eye or equivalent make of 3M/Sinor Infrastructure). complete all as specified and directed.

M&L Adeqaute No of coats of Painting lines, dashes, arrows, letters, etc. on roads, pavements and the like n. exc 10cm wide with road marking paint, white or golden yellow complete all as specified and directed.

Surface excavation n.exc. 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil.complete all as specified and directed.

Surface dressing n.exc 15 cm deep for soft and loose soil .complete all as specified and directed.

Excavating in post holes each 0.50cum getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance n exc 50m and making good.complete all as specified and directed.

Excavation in over areas, n. exc 1.5 m in deep and getting out in soft/loose soil.complete all as specified and directed.

Add to items 12 for each additional 1.5 m or part thereof in depth beyond the first 1.5m.

Excavation in trenches n. exc. 1.5 m wide and n. exc. 1.5 m depth for foundation and getting out in hard/dense soil.for foundation etc.complete all as specified and directed.

Returning, filling in including spreading, leveling, watering and well ramming in layers n.exc 25 cm in soft / loose soil.complete all as specified and directed.

Removing excavated materials n.exc 50m and deposited at a level n.exc 1.50m in soils above the starting point.complete all as specified and directed.

Spreading and levelling in layer n.exc 25 cm thick and well ramming including watering as required complete all as specified and directed.

M & L for Hard core of guage not exc 63 mm with broken bricks deposited spread & levelled in layers n.exc 15cm thick, watered & ramed to a true surface.complete all as specified and directed.

M&L for loose soil filling with broken bricks of gauge 80 to 150 in soakage pits, soakage wells etc. complete all as specified and directed.

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

M&L for 75 mm thick PCC 1:3:6 type C2 using (40 mm graded aggregate) as in paving even and rough to receive topping layers complete all as specifed and as directed.

Material and labour for precast cement concrete block masonary with block 230 x 110 x 75 mm or any nearest available size in cement concrete 1:3:6 type C1 ( using 20 mm grade aggregate) and set in Cement Mortar 1:6.Complete all as specified and directed.

Material and labour for precast cement concrete block masonary with block 230 x 110 x 75 mm or any nearest available size in cement concrete 1:3:6 type C1 ( using 20 mm grade aggregate) and set in Cement Mortar 1:4.Complete all as specified and directed.

Material and labour for precast cement concrete block masonary with block 230 x 110 x 75 mm or any nearest available size in half brick thick wall built in cement concrete 1:3:6 type C1 ( using 20 mm grade aggregate) and set in Cement Mortar 1:4.Complete all as specified and directed.

M&L TMT reinforcement bar, Fe-500D, bars 10mm and over, cut to length bend Shape required including cranking bending spirally for hooping ends and binding with MS wire (annealed) not less than 0.9 mm dia, Rungs and similar article all as specified and as directed.

M&L TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders.complete all as specified and directed.

M&L for 15 mm thick rendering CM (1:4) finished even and smooth (without using extra cement) with using WPC as per manufacturing instruction on second layer.complete all as specified and directed.

S & F PVC (SWR) 75 mm dia pipes single socketed, in any length with rubber ring joints or fixed in wall or floor.complete all as specified and directed.

S & F 63 mm dia 3- layer PP-R Polypropylene random copolymer) concealed pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for supply all PP-R plain & brass threaded polypropylene random fittings laid in trenches. complete all as specified and directed.

S & F CPVC gate Valve 63 mm dia all as specified and directed

S & F PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floor or fixed in wall 110MM.complete all as specified and directed.

S & F PVC (SWR) bends any radius,110 mm bore.complete all as specified and directed.

S & F PVC (SWR) junction single ,(Single T) equal or unequal,110 mm bore.complete all as specified and directed.

M&L for salt glazed stone ware drain pipes, grade 'A', 150mm bore (internal dia) laid in trench and jointed as specified.

S&F PVC (SWR) vent cowl for 75 mm bore PVC (SWR) pipes.complete all as specified and directed.

S & F 20 mm dia Upvc pipe pressure rating 10 Kgf/cm2 laid in floor , wall and trenches all as specified and directed

M&L for RCC type B1 1:2:4 (20 mm graded agg) as basement slab and the like complete all as specified.

M&L for RCC type B1 1:2:4 (20 mm graded agg) as slab supported on wall , beams columns in floor, roofs landing and the like complete all as specified.

M & L for RCC type B1 1:2:4 (20 mm graded agg), lintels, balconies, canopies, deck slabs etc. or in similar articles all as specified and directed

M & L form work to soffits of suspended slabs such as roof slabs, landings and smilar works, not exc 200mm thick (Horizontal) in fair finished surfaces of concrete.complete all as specified and directed.

M & L form work to edges of concrete flats in roof and sides of RCC/PCC bands in walls, horizontal or sloping and similar works n exc 20 cm wide in fair finished surfaces of concrete.complete all as specified and directed.

M&L for precast cement concrete Type B1 1:2:4 (20mm graded aggregate) as in cover slab for Man hole, set in CM (1:4) etc incl necessary complete all as specified.

M&L for brickwork with sub class 'B' bricks in one brick thick honeycomb work built in CM (1:3) complete all as specified.

M & L for Broken stone or boulders to 20 to 40 mm gauge all as specified and directed

M & L for Broken stone or boulders to 12.50 mm gauge all as specified and directed

M & L for sand filling under or foundation all as specified and directed

M& L for Charcoal dust for filling all as specified and directed

Cutting into existing manhole for connection new drain making good to pipe and rendering cutting out existing benching and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finish and reforming benching as required for 75 mm to 150mm dia.complete all as specified and directed.

M&L for concrete bed to drain pipes including packing and haunching against the sides of pipe after they are laid and tested in cement concrete PCC 1:3:6 Type C2, using 40mm graded stone aggregate, complete for 150 mm bore pipes.complete all as specified and directed.

Supply only intergal water proffing compound complete all as specified.

M&L for PCC 1:2:4 Type B1 using 20 mm graded stone aggregate as in coping of manhole,haunching including necessary formwork complete all as specified.

M&L for PCC 1:3:6 Type C1 using 20 mm graded stone aggregate as in benching including necessary formwork complete all as specified.

M&L for 75 mm thick PCC 1:2:4 type B1 using (20 mm graded aggregate) as in floors and pavings including finishing surfaces of concrete topping even and fair (without using extra cement) complete all as specifed and as directed.

M & L forming 12 mm thick expansion joints filled with pre fromed bituminous filler and top 30 mm primed and sealed with compound Grade 'A' all as specifed and directed.

S&F steel work in vertical post of different size bend to shape, cut to length etc, including necessary welding,special shape washer, roller conforming to IS:1161-1998 grade St-240 complete as directed by Engineer in Charge.

S & F 20 mm dia mild steel rag with hexagonal or square nuts and washer the orther end enlagred all as specified and directed

M&L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

M & L painting steel two coat of synthetic enamel paint over red oxide including preparartion suraface like rag,hooks locks and stay and similar article all as specified and directed

M&L for preparation of new undecorated surface of wall and applying three coats of white wash on wall all as specified and directed

Supply only bio digester bactria in liquid state from Defence Research Lab, Tezpur through contractor resources and cost ,directly to site and fill the same into Bio tank as per instructions of Garrison Engineer all as specified and directed Note :- Carrying of Boidigester Bactria in liquid state to site should be completed in same day and No addtional carrying cost made to the contractor.

S&F Stainless steel wire of dia 1.50 to 2.00 mm as for hanging arrangment.all as specified and directed

S&F Plastic puff for hanging in bio digestor septic tank by stainless steel wire through proper arrangments.all as specified and directed Note :- Stainless steel wire shall be measuerd and paid separetely. Note 1:-The contract sum shall be arrieved at after deducting amount of schedule of credit from the total quated amount. Note 2-Contractor's supervisor and main worker would wear shirt/T-shirt of colour sky blue/brown/yellow preferable embosed with contractor's firm name while carriying out any activities in defence area for better check of security purpose. General Note for all items of BOQ Note1: Contractor's supervisor and main worker would wear shirt/T-shirt of colour sky blue/brown/yellow preferable embossed with contractor's firm name while carrying out any activities in defense area for better check of security purpose. Note 2: The tenderer (all eligible contractors) shall ascertain the taxes & levies as on date. The subject tender caters all the taxes & levies as on date including the latest notification of GST issued as on date ( issued by Central Board of Indirect Taxes and Customs)

D G Corporation

M/S PK ENTERPRISE