CONSTRUCTION OF LINK ROAD OF 300 METERS WITH CULVERT AND RETAINING WALL AT AIR FORCE STATION LONAVLA

Amount

Excavating over areas, n exc 1.5 m deep and getting out in Hard/dense soil etc complete all as specified and directed.

Excavating over areas, n exc 1.5 m deep and getting out in Hard rock by chiseling etc complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on plan and n.exc 1.5 in depth and getting out in hard/dense soil etc compete all as specified.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on plan and n.exc 1.5 in depth and getting out in hard rock by chiseling etc compete all as specified.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/ rolling and finishing to required size, shape, etc., exceeding 1.5m and not exceeding 3.0m high from base all as specified and directed.

Supply only moorum for forming embankment or paving obtain outside from MoD land

Returning filling in, including, spreading levelling watering and well ramming in layers not exc 25cm in soft/loose soil etc complete all as specified and directed.

M&L for cement concrete type D-2 1:4:8 using 40 mm graded stone aggregate in filling foundation , sub base of floor and mass concrete complete all as specifed and directed.

M & L for walling of random rubble uncoarsed, well bonded, bedded and solidly hearted,built in CM 1:6

M & L for extra over stone walling for hammer dressing (not exceeding 40mm depression) to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses

M&L for PCC 1:2:4 type B1 (using 20mm graded stone agg) concrete as in Coping & Floor finished etc all as specified and directed.

M & L for Flush pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:4.

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

S & F 75 mm bore PVC (SWR) pipes in any length as in weep holes.

M&L for Hardcore of gauge 40-60mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface for invert filter of retaining wall

S & F mild steel TMT - CRS bars 10 mm dia over, cut to length, bent to shape required including crancking bending spirally for hooping for col hooking ends and binding with and including mile steel wire non less than 0.9 mm dia securing with clips in quality complete all as specifed and directed.

M & L for 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

M & L for RCC type RMC grade M-30 design mix concrete as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete etc complete all as specified and directed.

M& L for form work to face of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc, vertical or batter flat or curved in shape for rough finished flat concrete surface complete all as specified and directed.

M & L for RCC type RMC grade M-30 design mix concrete as in columns, post, pillars, piers, culvet wall etc complete all as specified and directed.

M & L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.

M & L for RCC type RMC grade M-30 design mix concrete as in slab supported on walls, beams, columns etc complete all as specified and directed.

M&L for Rendering 15mm thick on fair faces of brickwork or concrete surfaces finshed fair and even in CM 1:4, etc complete all as specifed and directed.

M&L for reinforced concrete pipes class NP-2 ,600 mm dia laid and jointed coplete with collars and including demolition and breaking up drain pipes(Reinforced concrete) set in cement mortar etc if required including removal of sludge out side of MD land complete all as specifed and directed.

M&L concrete bed to 600 mm dia pipes of cement mortar 1;3;6 type C-2 including packing under and haunching against the side of pipes after they are laid and tested complete all as specifed and directed.

M&L for 150 mm soling ( or sub base ) with broker boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber using power / vibrating roller 8 to 10 ton capacity etc complete all as specified and directed.

M&L for 75 mm thick (compacted hickness) in two layers WBM with coarse aggregates of grading 2 (63 to 40mm size) of granite, trap or basalt, spread, rolled and consolidated to gradient and camber required using power / vibrating roller 8 to 10 ton capacity etc complete all as specified and directed.

M&L for Preparing existing top surfaces by brushing for removing caked mud etc sweeping with power brooms and finally fanning the clear surfaces with machanical sweepers to remove dirt etc applying priming tack coat with paving bitumen primer @10 Kg/10 Sqm of road surface etc complete all as specified and directed. Note: The primer shall be applied by a self-propelled or towed bitumen pressure sprayer equiped .

M&L for premix bituminous macadam laid/rolled and compacted to required camber and gradient by using VG 30 bitumen (consolidated thickness not less than 50mm) and the binder content should not be less than 4% by weight of total mix rolled and compacted to required camber and gradient using power / vibrating roller 8 to 10 ton capacity complete all as specified and directed.

M&L for Preparing existing black top surfaces by brushing for removing caked mud etc sweeping with power brooms and finally fanning the clear surfaces with machanical sweepers to remove dirt etc applying evenly a priming / tack coat with paving bitumen primer @5 Kg/10 Sqm of road surface etc complete all as specified and directed. Note: The primer shall be applied by a self-propelled or towed bitumen pressure sprayer equiped .

M&L for laying Bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix,using VG 30 bitumen by paver rolled and compacted to required camber and gradient complete and rolling to a smooth surface with using power / vibrating roller 8 to 10 ton capacity etc complete all as specified and directed.Note : The paver is self propelled paving machine equiped with an electronic sensing device (the features of paver confirm to annex A of IRC : 27)

S&F road side delineator of ABS Sround body fitted with two 100 mm dia highly reflective reflectors and mounted on 48/50 mm x 750 mm long MS pipe (medium grade) duly powder coated with anti rust and protected with anti theft steel net etc in red/white/yellow in colour as directed by Engineer in charge including excavation in soft/loose soil and PCC block 30 x 30 x 30 cm (1:3:6 type C-2) for erecting MS pipe etc complete all as specified and directed. Note :- Delineator shall be made from class I retroreflective sheeting in accordance with AS 1743. Make : 3M (290 series)/Dark eye(1:3:6 type C-2) for erecting MS pipe etc complete all as specified and directed. Note :- Delineator shall be made from class I retroreflective sheeting in accordance with AS 1743.

S&F uni-directional Reflective pavement marker (RPM) or Cats eye (road studs),white /Red colour, high intensity ABS Plastic road stud moulded from ASA (Acrylic styrene Acrylonitreite) or HIPS (High Impact Polystyrene) of size varying from 100x100x20mm to 110x90x17mm and colour of body amber, red or white, two way reflective 180 degree and fixing of stud with approved high intensity thermoplst adhesive bond & nailing the same on specified section of the road with MS anodised pin of standard pattern of manufactureres 8x37 mm long incliuding cutting making holes on road for proper fixing of the same complete all as specified and as directed. Make : 3 (290 series) /Dark eye. Notes : (i) The RPM or road studs shall be tested in accordance with ASTM D 4280. (ii) The road studs shall confirm to the Technical specifications of NHAI (clause No A-8)

S&F for preparing of new or previously treated road surface and painting lines, dashes, arrows letters etc on road pavements and the like 10 cm wide with road marking paint 2.5 mm thick mechanically with white or golden yellow paint including fefecting beads at 250 gms per sqm of surface area complete all as specifed and directed. Notes : (i) The thickness 2.5 mm mentioned above is exclusive of the thickness of glass beads as per IRC : 35. (ii) The finished surface shall be in uniform level and free from streaks and holes.

M & L for cement concretetype D-2 1:4:8 (40mm graded aggregate) 100mm thich as in subbase.

M&L for rubber moulded Machine pressed precast concrete interlocking paver block with grey cement and pigment (glossy finish) any shape & size conforming to IS 15658-2006 of 80 mm thickness, M-40 grade over and including 30mm thick crushed stone sand layer complete all as specified and as directed.

M&L for pre cast Machine pressed cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in kerbs stones and fixing all as per manufacturer instructions etc size shall be decided and directed by GE

M&L cement filleting in CM 1:4, sectional area n.exc 25 sq cm in repair complete all as specifed and directed

Sand filling 30mm thick including watering and consideration complete all as specified

M/S ANAND G NUNSE

M/S DEV ENTERPRISES

VIJAYA ENTERPRISES

SHAILENDRA B TULSANI

M/s S.D Construction Co

MOHANLAL MATHRANI CONS. PVT. LTD.