PROVISION OF RETAINING WALL, CHAIN LINK FENCING AND MISCELLANEOUS WORKS AT CERTAIN LOCATIONS AT COAST GUARD ENCLAVE MALKAURAM VISAKHAPATNAM UNDER AGE(I)(CG) VIZAG

Amount

Supply & Fixing for PVC coated Chain link MS galvanisd fencing of 3.2mm dia of size (50mmX50mm) including line wires, any type of standards, rails, straining bolts, etc including provission of binding wire and all as specified and directed.

Material and labour for excavating in post holes each n exc. 0.5 cum in soft/loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n exc. 25cm, watering and removing surplus soil to distance n exc50m and making good surface.

Material and labour Cement concrete 1:2:4 Type B 2 (using 40 mm graded aggregate ,in posts complete all as specified and directed.

Supply & fixing for Mild steel angles , bars , flats, etc as in posts and struts in fencing, gate, arch including cutting tops to shape as supports for stiffening of fencing , wall ties, hold fasts, clamps plain angle cleats for securing purlins as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E-165.

S&F Mild steel work as in posts and struts in fencing including cutting tops to shapes as directed, drilling holes, notching for wire, etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc., and similar work confirming to Fe 290 Gde E-165.

Supply only mild steel round bars of 10mm dia, cut to length, bent to shape required horizontally woven in chain link fenced and all as specified and directed by Engr in Charge

S&F galvanized, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mild steel pins etc., (Note: Each line wire measured separately).

Material & labour for painting to new steel surfaces of any dedcription over 10 cm in with or girth,not otherwise describe and applying two coats of synthetic enamel paints over a coat of red oxide primer complete all as directed.

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

Material and Labour plain cement concrete 1:4:8 type D-2 , (Using 40mm graded stone aggregate) in foundation.

Removing excavated soil exc 250 Mtr & not exceeding 500 Mtr and depositing where directed

M&L brick work with flyash bricks, straight or curved on plan exc 6m mean radius in built in cement mortar 1:6.

M&L rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces , finished even and smooth without using extra cement including mixing with liquid WPC all as per manufacturers instructions complete. Note: WPC shall be measured and paid separately

Excavation over areas n.exc 1.5m deep and getting out in hard/dense soil for foundation complete all as specified.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Soft/Loose soil for foundation complete all as specified.

M&L plain cement concrete 1:3:6 type C-2, using 40mm graded stone aggregate as in Cement concret in foundations' filling and mass concrete complete all as specified.

M&L for random rubble stone brought upto course walling well bounded, bedded and solidly hearted built in cement mortar 1:6, complete all as specified.

M&L plain cement concrete 1:3:6 type C-1, using 20mm graded stone aggregate as in coping including weathering throating and necessary form work complete all as specified.

M&L pre cast cement concrete bonds using PCC 1:3:6 type C 1 using 20 mm graded stone aggregate in lieu of stone bonder and set in cement mortar 1:6 including necessary form work etc complete all as specified and directed.

S&F 75 mm dia PVC (SWR) pipes single socketed fixed in walls and floors or trenches etc. as in weep holes of retaining wall

Hand packing broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level.

M&L Extra over hammer dressed facings, with maximum depression on face from straight edge held against the dressed surface n.exc 20 mm; to block-in-course masonry

Raised pointing to random rubble uncoursed stone masonry in cement mortar 1:4 complete all as specified.

Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed in hard dense soil

Removing excavated material soil nexc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering

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

M&L for hard core of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface.

M&L for 100 mm thick plain Cement concrete type D-2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing

Sand filling under floors or in foundations including watering and consolidation.

M&L 60 mm thick Pre-cast cement concrete M-35 machine pressed precast concrete glazed coloured interlocking pavor block any shape and size confirming to IS-15658-2006 using with grey cement and pigment.

M&L for providing plain cement concrete 1:2:4 type B-1 (using 20 mm graded aggregate) in copings/benching

M&L 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 earth work for excavation, getting out, returning, filling, ramming and removing surplus soil to distance n exc 50m and making good surface and drainage opening wherever required complete as per direction of Engineer-in-charge. (length of finished kerb edging shall be measured for payment).

Supply only integral water proofing compound.

M&L for plain cement concrete Type C-2 (1:3:6) using 40mm graded stone aggregate as in surface channel and drains complete all as specified and as directed.

Extra for forming fair finished drain or channel exc 30cm but not exc 60 cm inner girth in cement concrete using extra cement including forms molds, mitered/stopped ends etc

M&L for High strength deformed TMT bars 10mm dia of grade Fe-500D steel bars and over cut to length bent to shape required including crancking, bending spiraly for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia, or securing with clips all as specified.

M/s DVSSRAV PRASADA RAJU

ANJANA ENTERPRISES

sai ganesh enterprises

SRI RAJA RAJESWARI ENTERPRISES

G Srinivas Rao

SRI SAI VAGDEVI BUILDERS

K & K CONSTRUCTIONS

SAI KRISHNA ASSOCIATES

ANAND INFRA

K SATYANARAYANA ENTERPRISES

ALLURI CONSTRUCTIONS