NIT 19 of 21-22 CERTAIN REPAIRS TO RETAINING WALLS, DRAINS, PATHS, HARDSTANDINGS, FENCING AND SEWAGE CLEANING ETC. AT KAPRA AND BHALRA AREA AT BHALRA MIL STN UNDER GE (I) 873 EWS.

Amount

Demolition of brick or stone masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings, dressed stone work, complete all as specified and directed.

M&L brick work with sub class ‘B’ bricks straight or curved on plan exc 6m mean radius, built in cement mortar (1:6), complete all as specified and directed.

Walling of random rubble stone masonry brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6), complete all as specified and directed. Note:- PCC bond stones shall be used in lieu of stone bond stones. These shall be measured and paid separately. Rate for PCC bond stones has been in terms of preamble 6.2.7 as given on page 81 of SSR-2020 (Pt-II) and no separate deduction of volume occupied by PCC bond stones shall be made from stone masonry

Description all as per item No. 3.00 above, but except stone complete all as specified and directed

Providing precast cement concrete 1:3:6 Type C-1 (using 20mm graded crushed stone aggregates) as in anchorage blocks, bonders (for stone walling) including chamfers, weatherings, throating etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified.

Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm to face stones (Granite or Trap stone) and dressing of face beds and joints, of random rubble walling, uncoursed or brought upto courses complete all as specified

Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought up to courses, built in cement mortar, complete all as specified and directed.

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

Plain cement Concrete 1:2:4 type-B-1 (using 20mm graded crushed stone aggregate) as in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.

PVC (SWR) pipes 110mm bore any length single socketed with rubber ring joint laid in weep holes, fixed, complete all as specified and directed.

Broken stone or boulders in hand packing (any thickness) at back of walls etc. and raising (or lowering) to the required level, complete all as specified.

Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically described complete all as directed by Engineer-in-Charge.

Plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in surface channels and drains, complete all as specified.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground Concrete, brick work masonry etc complete all as specified

M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete all as specified and directed by Engr in Charge

Mild steel work as in hand rails, half round or other stock section or core for wooden hand -rail, straight portion drilled and countrsunk for ballusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screqing etc. wind ties for roof including securing bolts, posts and struts in fencing including cuttings, 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 conforming to Fe-250 Gde E-165 all as specified.

Mild steel screw bolts (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, exc 5cm but n exc 10cm long, diameter of neck in 11 to 15mm, complete all as specified.

Fixing only mild steel work as in hand rails, half round or other stock section or core for wooden hand -rail, straight portion drilled and countrsunk for ballusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screqing etc. wind ties for roof including securing bolts, posts and struts in fencing including cuttings, 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 complete all as specified.

Dismantling fencing wire mesh, any type complete all as specified

Supply only chain link fencing of 3.15mm dia galvanised steel wire, conforming to IS : 2721 -2003 including line wires, straining bolts, binding wire etc., complete all as specified and directed.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc., including provision of binding wire, complete all as specified and directed.

Dismantling of galvanised barbed wire of any description or in any position complete and removing from site all as specified and as directed.

Galvanised, 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 and tying at crossings with and provision of galvanized mild steel wire, staple or steel pins, etc complete all as specified and directed

Preparation of new steel surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and as directed.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically described (reinforement cut as required to facilitate demolition), complete all as directed by Engineer-in-Charge.

Precast cement concrete (1:2:4) using 20mm graded crushed stone aggregate as in landings, cover slab (for manholes etc), chullah hoods, chajjas, water troughs, shelves and similar articles with plain fair faces including chamfers, weatherings, throating etc. and setting in cement mortar (1:4) including necessary form work complete all as specified and directed by Engineer-in-Charge.

TMT bars, 6 to 8 mm dia, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia as in stirrups, complete all as specified

TMT bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia as in stirrups, complete all as specified

Taking down cement plaster or cement lime plaster on stone or brick walls etc including racking out joints, hacking for key scrubbing down with water etc.complete all as specified.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement, complete all as specified and directed.

M&L 15mm thick rendering in CM 1:6 on other than fair faces of brick or stone masonry surfaces & finishing the surface even and smooth without using extra cement, complete all as specified

Preparation of newly plastered surface of wall including cornices pilaster etc, and applying two coats of cement base paint over a coat of alkali resistant primer, complete as specified and directed.

Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) and disposal of unserviceable material, debris and rubbish to a distance not exc. 100m, complete all as specified and as directed.

Chequered cement concrete tiles 300x300x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment over and including 20mm thick screed bed in CM 1:4 complete all as specified and directed.

100mm thick plain cement concrete 1:2:4 type B-1 (20mm graded crushed aggregate) as in hardstanding/ path, finishing surface even & fair, incl necessary formwork complete all as specified and directed

Machine pressed precast concrete interlocking paver block any shape and size as approved by GE confirming to IS 15658-2006 of 80mm thickness, M-40 Grade with grey cement and pigment laid over and including 25mm thick sand cushioning, complete all as specified.

75mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base, complete all as specified and directed.

Desludging / dewatering / pumping/ bailing out of contaminated water including cleaning of sludge, scum, silt (both organic and inorganic nature) and night soil from septic tank/soakage wells alongwith inlet / outlet chambers, manholes, soakage pits etc. of any capacity after plugging the incoming sewage lines by suction (vaccum) type machine mounted on LCV facility of high pressure vaccum including removing the contaminated water in same tank to a place outside cantonment to a distance exceeding 50 mtr but not exceeding 100 mtr and burying in pits including rough excavation of pits and carriage of sludge to pits including spreading well in pits after burying of sludge, covering the pits with 25cm thick layer of earth and spreading bleaching powder over the covered area, complete all as specified & directed.

Cleaning / clearing of sewage line (including manholes) 100mm to 150mm bore of any description, underground at any depth, removing any type of blockage including desilting, descaling & de-chocking of drains as well as manholes with combined high pressure rodding and flushing after clearing of manholes, including removing the sludge in the tank to a place outside cantonment at the place meant for the purpose by local municipality, all as directed by Engineer-in-Charge. Note : The contractor shall keep the sewage line functional throughout the contract period. The unit rate quoted by the contractor shall be deemed to be inclusive this aspect.

VEER TRADERS

M/S Bilal Ahmad Wani

M/S MAQBOOL AHMED BHAT

M/S KOTWAL CONSTRUCTIONS

SHARMA TRADERS

A S CONSTRUCTION

Bidder Name

m/s vaid contractor and builders

VEER TRADERS

SHARMA TRADERS

M/S Bilal Ahmad Wani

M/S MAQBOOL AHMED BHAT

M/S KOTWAL CONSTRUCTIONS

A S CONSTRUCTION