PROVISION OF ROAD NETWORK AT TILAKWADI AT ATS BELGAVI

Amount

M & L for surface dressing not exceeding 15 cm deep in hard/dense soil complete in all respect as specified and directed.

Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundations etc. and getting out in hard/dense soil complete in all respect as specified.

M & L for excavating over areas, not exceeding 1.5m deep and getting out in hard/dense soil complete in all respect as specified and directed.

Labour, T & P, spreading and levelling in layers not exceeding 25 cm thick (using earth material obtained from excavation) including well ramming and watering as required complete in all respect as specified and directed.

Returing and filling in including spreading levelling, watering well ramming in layers not exceeding 25 cm in in hard/dense soil complete in all respect as specified.

Removing excavated soil material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point not complete in all respect as specified and directed.

M & L for broken stone or boulder hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete in all respect as specified.

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

M&L for PCC type C2, 1:3:6 (using 20mm nominal size crushed and graded stone aggregate) as in drain and surface channels complete in all respect as specified & directed.

Providing and laying for PCC type B-1, 1:2:4 (using 20mm nominal size crushed and graded stone aggregate) as in coping, hold fast or of similar type of work including necessary form work complete in all respecta s specified & directed.

Material and labour for pre-cast cement concrete block, (1:3:6), type C1 (using 20mm nominal size, crushed and graded stone aggregate) masonry with solid blocks and setting in cement mortar (1:4) having minimum compressive strength of 50 Kg per Sqcm complete in all respect as specified & directed.

M & L for providing precast cement concrete kerb stone in PCC type B1, 1:2:4 (using 20mm nominal size crushed and graded stone aggregate) finished even and smooth using extra cement including necessary mould/form work and jointed in CM 1:4 struck flush with the same mortar complete in all respect as specified and directed.

M & L for design mix RCC grade M-25 (using 20mm nominal size crushed and graded stone aggregate) for foundations, including raft, fooundation footing, bases for columns and basement slabs etc. complete in all respect as specified and directed.

M & L for design mix RCC grade M-25 (using 20mm nominal size crushed and graded stone aggregate) for suspended slabs etc. complete in all respect as specified and directed.

M & L for design mix RCC grade M-25 (using 20mm nominal size crushed and graded stone aggregate) for for walls, basement walls of any thickness etc. complete in all respect as specified.

M & L for fair finsihed formwork to edges of concrete flats, breaks in floors, opening in concrete walls, floors and roofs not exceeding 20 cm wide complete in all respect as specified.

M & L for fair finished flat surface formwork to faces of walls, retaining walls, abutments, parapets and staircases railings and similar work including attached pillasters, buttresses, etc. vertical or batter complete in all respect as specified.

M & L for fair finished flat surface formworks to soffit of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (horizontal or sloping) complete in all respect as specified.

M & L for TMT bars for reinforcement 10mm dia and over cut to lengths, bent to shape required including cranking, bending etc. and binding with mild steel wire (annealed) not less than 0.9mm dia complete in all respect as specified.

M & L for TMT bars for reinforcement 6-8mm dia and over cut to lengths, bent to shape required including cranking, bending etc. and binding with mild steel wire (annealed) not less than 0.9mm dia complete in all respect as specified.

Material and labour for 15mm thick cement plaster in CM 1:4 over walls surface of any description and material, finished even & smooth without using extra cement complete in all respect as specified & directed.

M & L for preparation of concrete/cement plaster surface & applying two coats of synthetic enamel paint over a coat of primer complete in all respect as specified and directed.

M & L for preparing newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed.

Providing and laying sand filling under paver block/floors or in foundations including watering and consolidation complete in all respect as specified & directed.

Providing and laying for 80mm thick rubber mould, machine pressed, precast concrete interlocking paver block, rubber moulded of any shape and size confirming to IS 15658-2006, M-35 Grade of concrete with grey cement and pigment complete in all respect as specified & directed.

Providing and laying for 600 mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete in all respecta s specified & directed.

Providing and laying for 200 mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete in all respecta s specified & directed.

Providing and laying for concrete bed to drain pipes of 600mm dia including packing under and haunching against the sides of pipes after they are laid and tested; in PCC type C2, 1:3:6 (using 40mm nominal size crushed and graded stone aggregate) as in drain, complete in all respect as specified & directed.

Providing and laying for concrete bed to drain pipes of 200mm dia including packing under and haunching against the sides of pipes after they are laid and tested; in PCC type C2, 1:3:6 (using 40mm nominal size crushed and graded stone aggregate) as in drain, complete in all respect as specified & directed.

M & L for rolling and consolidating of formation surface in cutting with power roller of capacity exceeding 8 tonne and not exceeding 12 tonne complete in all respect as specified and directed.

M & L for 250mm thick soling in layers (each layer 125mm) with broken quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber with power roller of capacity exceeding 8 tonne and not exceeding 12 tonne complete in all respect as specified and directed.

M & L for 150mm thick soling with broken quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber with power roller of capacity exceeding 8 tonne and not exceeding 12 tonne complete in all respect as specified and directed.

M & L for 250mm thick (compacted thickness) WBM in two layers (each 125mm thick) with coarse aggregate using granite, trap or basalt of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required with power roller of capacity exceeding 8 tonne and not exceeding 12 tonne complete in all respect as specified and directed.

Preparing unsurfaced Water bound macadam surface 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. complete in all respect as specified and directed.

M & L for applying evently priming/tack coat with Cationic Bitumen Emulsion (SS I) conforming to IS 8887-2004 @ 7 Kg per 10 Sqm over water bound macadam surface complete in all respect as specified and directed.

M & L for premix bituminous macadam with min 4.0% binder content by weight of total mix using paving bitumen VG-30 laid/rolled and compacted to required gradient and camber required with power roller of capacity exceeding 8 tonne and not exceeding 12 tonne complete in all respect as specified and directed.

M & L for 30mm thick (consolidated thickness) bituminous premix semi-dense asphaltic concrete with min 5.5% binder content using paving bitumen VG-30 by weight of total mix complete in all respect as specified and directed. Note:- (i) bituminous premix semi-dense asphaltic concrete shall be laid by mechanical sencer paver and mixed shall be prepare in computerised hot mix plant. (ii) Binder content shall be min 5.5% and if same is considered more based on Job mixed formula, then higher constant of binder shall be provide without any extra cost. (iii) Premix carpetting shall be carried out on the same day of Bituminous meacadam layer and if premix carpetting will be carried out later, tack coat with Cationic Bitumen Emulsion (SS I) conforming to IS 8887-2004 @ 7Kg per 10 Sqm shall be carried out without extra cost to the department.

M & L for preparing bituminous surfaces of road and marking 2.5 mm thick centre line, stop lines, dashes, arrows etc. and the like not exceeding 10cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour conforming to BS3262-1989 with special applicator machine all as per manufacturers instructions complete in all respect as specified and directed.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete in all respect as specified and directed.

Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC type B1 (of dimensions 150x150x300mm), 1:2:4 (using 20mm nominal size crushed and graded stone aggregate) complete all as specified and directed

Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 MCD completed as per manufactures instructions etc. complete all as specified and directed

Except material, for 75 mm moorum/red bajri, (using earth obtained from excavation) spread, rolled & consolidated to gradient and camber required in berms with power roller of capacity exceeding 8 tonne and not exceeding 12 tonne complete in all respect as specified and directed.

SANJAY B SHARMA

M/s. P S REDDY

B G GODSE ENGINEERS AND CONTRACTORS

M/s S N Atiwadkar

KESHAV ENTERPRISES

Phoenix Infra

M/S ADITYA CONSTRUCTIONS