REPAIR TO RETAINING WALL COMPOUND WALL DRAINS CULVERT CERTAIN PROTECTIVE WORK IN THE AOR OF

Amount

Demolition of brick work or stone/boulders masonry, built in cement mortar complete all as specified and directed.

Taking down cement plaster on brick or stone walls etc including raking out joints, hacking for key, scrubing down with water etc. of any description complete all as specified and directed.

Demolition of concrete (un-reinforced) of any description and any position not otherwise specifically provided complete all as specified and directed.

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

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed. Note : PCC Bond Stone shall be paid separately under appropriate item and volume of bond stone shall be deducted.

All as per ser item No 5 above but except stone complete all as specified and directed.

Brick work with sub-class 'B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.

All as per ser item No 7 above but except bricks complete all as specified and directed.

Brick work with sub class 'B' bricks straight or curved on plan to any radius in half brick thick wall built in CM 1:4 complete all as specified and directed.

Precast cement concrete Block (1:3:6) type C-1 (using 20 mm graded crushed stone aggregate) as in bond stones set in cement mortor 1:6 complete all as specified and directed.

Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 20 mm to face stones (Granite or Trap stone) and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto courses complete all as specified and directed.

110 mm dia PVC (SWR) pipe in any length with rubber rings joints laid as in weep holes complete all as specified and directed.

15 mm thick rendering on fair faces of stone masonry or surface other than surfaces in cement mortor 1:4 and finished even and smooth without using extra cement complete all as specified and directed.

Applying two coats of cement base paint after preparation of newly plaster surfaces complete all as specified and directed.

Applying one coat of cement base paint after preparation of old plastered surfaces of walls complete all as specified and directed.

RCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns etc. basement slabs, under-reamed piles and mass concrete including necessary form work complete all as specified and directed.

RCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts complete including necessary form work all as specified and directed.

RCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in beams/bands, cantilevers, bressummers, lintels over 1.5 m span complete including necessary form work all as specified and directed.

RCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as slabs supported on walls, beams and columns, in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete including necessary form work all as specified and directed.

Precast RCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregates) as in manhole/Drains covers set in cement mortar1:4 complete including necessary form work all as specified and directed.

Mild steel TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and directed.

All as per ser item No 21 but 8 mm dia and over upto and including 10 mm dia in stirrups, spacers and binder complete all as specified and directed.

Providing precast cement concrete type B-0 1:2:4 (using 12.5 mm graded aggregate) louvers and jallies, 50 mm thick (measured solid), including all moulding/form work set in CM 1:4 complete all as specified and directed.

Raking out joints/pointing to random rubble or polygonal rubble uncoursed or brought up to course on edge etc complete all as specified and directed.

Raised pointing to random or polygonal rubble, uncoursed or brought upto courses stone masonry in cement mortar 1:4 complete all as specified and directed.

Dismantling of 600 mm bore reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed.

Dismantling of 450 mm bore reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed.

600 mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed.

450 mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed.

Cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregates) in bed to 600 mm dia pipes including packing under and haunching against the sides of pipes after they are laid and tested for complete all as specified and directed.

Cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregates) in bed to 450 mm dia pipes including packing under and haunching against the sides of pipes after they are laid and tested for complete all as specified and directed.

M&L for Brick work with sub-class 'B' bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and directed.

Cement concrete 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in surface channels and drains including necessary formwork etc complete all as specified and directed.

Extra for forming fair finished drain or channel any girth in cement concrete using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.

Cleaning storm water drains by removing mud, grass etc and sweeping the side and bottom of the drain including disposed off complete all as specified and directed.

Dismantling of wrought iron or mild steel work of any description, otherwise provided complete all as specified and directed.

Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, post and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting and riveting, etc, and similar work confirming to Fe 290 or Gde -E-165 complete all as specified and directed.

Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out hard/dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and directed.

Dismantling fencing wire mesh complete all as specified and directed.

Galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc. (each line wire to be measured) in repair complete all as specified and directed.

All as per ser item No 41 above but except barbed wire (retraining resecuring including making good staples etc.) complete all as specified and directed.

M&L for cement concrete 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in post holes as mass concrete complete all as specified.

Chain link MS galvanised fencing any size or type, weight 3.50 to 4 Kg per sqm including line wires, any mesh, size or type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed.

Punched tape Concertina Coil (including spike and handle) with 50 turns and 1050 mm dia, width of barbed 9mm and spacing of clips 23.5 to 24.5 mm C/C weight of each coil will be 15.2 + 5% Kg without packing. Coil length will be 15 mtr when opened up etc complete all as specified and directed.

Mild steel screw bolts 11 to 15 mm dia of neck (machine made) with hexagonal or square head 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, not exceeding 5 cm long complete all as specified and directed.

Preparation of new steel and iron surfaces exceeding 10 cm width or grith and applying two coats of Synthetic Enamel paint over one coat of red oxide complete all as specified and directed.

100 mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregates) as in floor/sub-base complete all as specified and directed.

Machine pressed, factory made, Glossy finished chequered cement concrete tiles 30 cm x 30 cm x (22-25) mm thick, set jointed and pointed in neat cement slurry in floor with grey cement and pigment with 20mm thick screed bed or bedding layer of cement mortar (1:4) for laying floor finishes complete all as specified and directed.

M&L for 75mm thick PCC 1:4:8 Type D2 using 40 mm graded crushed stone aggregates as in foundations filling and mass concrete.

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

S& F coloured machine vibro mechanically floated glossy finish interlocking cement paver block,any shape and size confirming to IS 15658-2006 of 60mm thickness,M-35 Grade with,topping of cement mixed with imported pigment,colour and shape of ISI Marked shall be approved by GE.

M&L providing cement concrete in steps, seismic and other similar bands, parapets and railings up to 60 cm in height, coping, kneelers apex stones , bed plates, kerbs not provided for including weathering, slightly rounded or chamfered angles, 1:2:4 mix type B-0 including necessary form work completed all as specified and directed.

Mild steel framed work such as grill, gratings etc with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar; barred iron doors, ladder; framed balusters; railing; frame work for water tanks and similar work conforming to Fe-290, Gde-E-165, complete all as specified and directed.

RAMAN CONSTRUCTION CO

joginder singh and sons

VARDHMAN INTERNATIONAL

vmd traders

s l sharma and sons