PROVISION OF FENCING PAVED AREA AND DRAIN COVERS NEAR BLDG NO P 06 AND AS AND AS TO JOGGERS TRACK AT SENIOR CITIZEN PARK AT MEGHADRIPETA COLONY AND SPECIAL REPAIRS TO STORM WATER DRAIN AT WED VISAKHAPATNAM

Amount

The rates quoted by the tenderer shall deemed to be inclusive for the following provisions in addition to the other conditions specified in the tender documents. No claim whatsoever shall be entertained at a later date on this account:- [i] The repairs shall be done by skilled workmen in the relevant field to the entire satisfaction of Engineer-in-Charge. The contractor shall engage sufficient manpower for the entire period so that progress of work shall not be hampered due to non availability of labour at any time. [ii] The contractor on getting information through Site order / Works diary regarding the nature of repair to be carried out, he shall immediately respond to the same and make all out efforts to carry out the same on priority within 48 hours. In case of any delay in responding / attending the repairs within 48 hours, the GE may at his absolute discretion impose penalty on the contractor at Rs. 100/- per day per each work ordered upto 05(Five) days and Rs. 200/- per day thereafter till completion of the work in case of delay without valid reasons as decided by GE. [iii] Further, the above penalty is applicable even for the multiple locations of work at the same period. It is the responsibility of contractor to make suitable arrangements for attending the repairs simultaneously at all the places. [iv] The decision of the GE as to whether a particular repair has been attended or not on a particular day will be final and binding. The above penalty shall be in addition to the provisions made in clause 50 of IAFW-2249 i.e (Compensation for delay in completion of work).

Surface excavation not exceeding 15cm deep including cutting earth heaps in soft/loose soil and cleaning/cutting bushes etc deposited the excavated earth at places as required to made level the ground complete all as specified and directed.

M&L for earth filling in floors by carrying earth ( moorum/pavel free soft earth) laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering to required level and gradient all as specified.

Excavating in trenches n.exc 1.50 m wide and n.exc 1.50 m in depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.50 m in depth and getting out in soft / loose soil complete all as directed.

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

M&L for Precast Reinforced cement concrete in 1:2:4 type B1 (using 20mm graded stone aggregate) as in landings, cover slabs,shelves and other similar articles with plain faces and set in cement mortar 1:4 complete all as directed.

S&F Precast cement concrete out door Garden Bench with back without arm rest 3 seater size 1500mm x 900mm x 600mm all as specified and directed (Note : Design and shape of Bench as approved by GE)

S & F Mild steel framed work ornamental and intricate such as gate, grills gratings, etc with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, frame work of water tanks and similar work conforming to FE 290, Gde E-165 complete all as specified and as directed

M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending spirally or hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as directed.

All as per item No 9 above but round bars for chain link fencing and similar works

M&L for brick work with sub class 'B' bricks, straight or curved on plan exc 6M mean radius built in CM 1:6 complete all as specified

M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even & smooth without using extra cement with complete all as directed

M&L for Plain Cement Concrete Type C1 1:3:6 (using 20mm graded granite stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, hold fast, bed plates and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work

M&L for 100 mm thick PCC 1:2:4, type B2 (using 40mm graded stone aggregate) as in flooring/hard standing/PCC path including finishing the surface even and smooth without using extra cement complete all as directed.

M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as directed

M&L for plain cement concrete 1:2:4, type B2 (using 40mm graded stone aggrgate) as in surface channel and drains complete all as directed.

M&L for extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms moulds, mitred/stopped ends etc complete all as directed.

Add or deduct for each 25 mm girth or part thereof over or under 30 cm girth complete all as directed

M&L for 75 mm thick plain cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in sub base of flooring /hard standing including finishing the surface even and rough to receive the top layer complete all as directed

M & L for pre-polished cement concrete glossy finish chequered tiles, smooth in design as directed of size 300 x 300 x 25 mm thick compressive strength 300 kg/Sqcm, ISI marking (IS-13801-1993), set, jointed in neat cement slurry and pointed with white cement mixed with pigment to match over and including 20 mm thick screed bed in cement mortar (1:6) complete all as directed

M&L for Machine pressed precast cement concrete glossy finish interlocking paver blocks of any shape and size confirming to IS 15658-2006 of 80 mm thickness and M-40 Grade complete all as directed.

M&L for sand cushioning including watering and consolidation for interlocking tiles complete all as specified and directed.

S & F mild steel trussed, purlins, fencing posts, crane gantries rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat section) conforming to Fe-290 Gde E-165 including distance pieces, cleats , nut & bolt of any size & length etc complete all as directed

S & F Mild steel screw bolts diameter of neck 11 to 15 mm (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm but n exc 10cm long complete all as directed

S & F Mild steel flats (40x6mm thick) for hand rails, wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riveting etc., and similar work confirming to Fe 410 - O or Fe 310 - O

M&L for preparation and applying three coats of white wash on new plastered or concrete surfaces of Walls complete all as specified and directed

M & L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed

Excavation in post holes in soft/loose soil each n.exc 0.5 cum getting out returning,filling in and ramming earth or broken rubble mixed with earth around in layer n exc 25 cm, watering and removing surplus soil to a distance n.exc 50mtr and making good surface complete all as directed.

M&L for Plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in foundation, filling, mass concrete and surface channel and drain complete all as directed.

S&F mild steel galvanised 100x100mmx4mm thick chain link fencing made up into mattresses or cages lapped wired and laid in position including provision of binding wire complete all as directed

Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (Below or above ground level) and disposal of unserviceable materials, debris and rubbish out side MD land complete all as directed

Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches pillars etc.., but excluding ashlar facings dressed stone work and precast concrete articles complete all as directed.

Removing excavated materials of soils not exceeding 50 m and depositing where directed at a level n.exc 1.50 m above the starting point complete all as directed.

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

Taking down cement plaster on brick or stone walls etc including raking out joints, hacking for key scrubing down with water etc and removing outside MD land complete all as directed.

M&L for plain cement concrete 1:2:4, type B1 (using 20mm graded stone aggrgate) cast in situ as in cills and other similar bands, plinth courses, parapets, copings, hold fast ,bed plates and the like including form work,weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.

M&L for brick work with Fly ash bricks straight or curved on plan exceeding 6m mean radius built in cement mortar (1:6) complete all as directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as directed.

M&L for Mild steel TMT bars 6 mm to 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as directed.

M & L for rendering 5 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement complete all as directed

Removing building materials/debris retrieved from demolition from site to a distance not exc 5 km from site including loading, unloading and stacking at the destination and deposited outside MD land

RAJASHEKHAR ENTERPRISES

MEGHANAENTERPRISES

HUSSAIN ENGINEERING WORKS

SREE VIJAYALAKSHMI ENTERPRISES