REPAIRS TO BLAST PEN, TRAVERSE WALLS AND ASSOCIATED WORKS INCL EARTH FILLING AND OTHER MISC WKS AT TECH AREA UNDER GE(AF) BHUJ AT AF STN BHUJ

Amount

Taking down cement plaster on block masonry or stone walls etc including raking out joints hacking for key secrubing down with water etc any description etc complete all as specified and directed by Engineer-in-Charge.

Material & labour for 15 mm thick rendering for fair faces of brick work or concrete surfaces in CM 1:4 and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge

Material & labour for 10 mm thick rendering for fair faces of block/concrete surfaces in CM 1:6 and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge

Material & labour for 5 mm thick rendering for fair faces of concrete surfaces on ceiling in CM 1:3 for fair finished surfaces even and smooth without using extra cemen. complete all as specified and directed by Engineer-in-Charge

Material & labour for preparation of new or previously untreated concrete or PCC block masonry external surfaces and applying two coats of exterior emulsion paint 1st quality (in camouflage pattern as approved by the GE) over a coat of primer complete all as specified and directed by Engineer-in-Charge.

Material & labour for preparation new untreated surfacsof wall and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge.

Material & labour for preparation new untreated surfaces of ceiling/soffits of chajjas and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge.

Material & labour for preparation old plastered surfaces on wall and applying two coats of colour wash complete all as specified and directed by Engineer-in-Charge.

Material & labour for preparation old plastered surfaces on ceilings and applying two coats of colour wash complete all as specified and directed by Engineer-in-Charge.

Dismantling expanded metal, not exc 4.00 kg per SQM any thickness or mesh fixed with steel or wood fillets, if any complete all as specified and as directed by Engineer-in-Charge.

Supply & fix expanded metal, not exc 4.00 Kg per SQM and 10mmx10mm mesh size and dia of wire 1.6 mm cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members complete all as specified and as directed by Engineer-in-Charge. Note:- Fixing height at site will vary from 1.5 m to 9.0 m

Taking out settled soil/broken stone aggregates size exc 40 mm to 65 mm at traverse walls area not exc 1.50 m depth and getting out in any type of soils complete all as specified and as directed by Engineer-in-Charge.

Removal of excavated soil to a distance exc 1.5Km and n exc 5Km and depositing where directed complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.

Forming embankments including raising earth (solids), spreading in layers n exc. 30cm thick; watering ramming/ rolling and finishing to required size, shape, etc., n exc 1.5m high from base; including complete all as specified and as directed by Engineer-in-Charge. (Note – Preamble no 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume for payment).

Forming embankments including raising earth (solids), spreading in layers n exc. 30cm thick; watering ramming/ rolling and finishing to required size, shape, etc., but exc 1.5m and n. exc 3m high from base; including complete all as specified and as directed by Engineer-in-Charge. (Note – Preamble no 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume for payment).

Forming embankments including raising earth (solids), spreading in layers n exc. 30cm thick; watering ramming/ rolling and finishing to required size, shape, etc., but exc 3.0m and n. exc 4.50m high from base; including complete all as specified and as directed by Engineer-in-Charge. (Note – Preamble no 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume for payment).

Forming embankments including raising earth (solids), spreading in layers n exc. 30cm thick; watering ramming/ rolling and finishing to required size, shape, etc., but exc 4.50m and n. exc 6.0m high from base; including complete all as specified and as directed by Engineer-in-Charge. (Note – Preamble no 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume for payment).

Forming embankments including raising earth (solids), spreading in layers n exc. 30cm thick; watering ramming/ rolling and finishing to required size, shape, etc., but exc 6.0m and n. exc 7.50m high from base; including complete all as specified and as directed by Engineer-in-Charge. (Note – Preamble no 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume for payment).

Forming embankments including raising fine sand, spreading in layers n.exc 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc, exc 1.5 m but n.exc. 7.0m high from base of firing range and including mixing saw dust in given ratio complete all as specified and directed by Engineer-in-Charge. Note:(i) Preamble No 3.6 of SSR Pt-I shall be applied for deduction from filling to achieve final volume of payment. (ii) Supply only saw dust will be measured and paid separately.

Supply only saw dust (wastage of wooden saw factory) (weight of saw dust bag is not less than 10.0 kg/bag) complete all as specified and directed by Engineer-in-Charge .

Demolition of cement concrete unreinforced in ground floors/roof and pavings n.exc 15cm thick (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

Material & labour for 100mm thick PCC 1:2:4,type B1,using 20 mm graded stone aggregate as in hard standings/ pavings including use necessary formwork and finishing concrete topping even and fair without using extra cement and spike rolling to surface or making impressions of expanded metal whilst the concrete is green complete all as specified and directed by Engineer-in-Charge.

Material & labour for 100mm thick PCC 1:4:8 type D2,using 40 mm graded stone aggregate as in hard standings/ pavings including use necessary formwork and finishing concrete topping even and fair without using extra cement and spike rolling to surface or making impressions of expanded metal whilst the concrete is green complete all as specified and directed by Engineer-in-Charge.

Material & labour for forming contraction (Dummy) joints 65mm X 10mm wide, filled with sealing compound Gde 'B' for key scrubbing down with water etc. complete all as specified and directed by Engineer-in-Charge.

Surface dressing n.exc 15cm deep in soft/ loose soil including cleaning away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots and trees n.exc 30cm grith and removing rubbish upto a distance of 50m outside the periphery of the area complete all as specified and as directed by Engineer-in-Charge.

Taking out soil settled in bed of drain (moving target area) by means of excavation including removing glass, small bushes, shrubs etc and removing the excavated materals to distance exc 50 m but n.exc 100m and deposited were complete all as specified and as directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.

Dismantling plain or corrugated steel sheeting, any gauge, thickness, including naintal or similar pattern roof coverings complete all as specified and as directed by Engineer-in-Charge.

Supply & fix MS framed work by fabrication such as grills, gratings, etc, with ends of bars shouldered and/ or riveted, or forged into spike, framed guard bars, barred iron doors, ladders, framed balusters, walk ways railing framed of water tanks etc including portions framed and hung as gated including pintle hinges, stops, handmade sliding bolts etc conforming to Fe-290, Gde-E-165 complete all as specified and directed by Engineer-in-Charge.

Supply & fix pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.

Supply & fix coloured galvalume ridges, corner piece, barge board, window flashing etc 0.50 mm thick fixed with self tapping screws in roofs, wall etc complete all as specified and directed by Engineer-in-Charge.

Supply & fix in repairs 4.0mm dia plain mild steel wire, galvanized class 3, in fencing including straining and fixing to wood, concrete or steel posts and/ or to straining bolts, including securing with and provision of galvanized iron tying wire, galvanized iron staples or steel pins, etc. as directed (each line of wire to be measured) complete all as specified and directed by Engineer-in-Charge.

Material & labour for preparation of new or previously untreated steel surfaces of any description, not otherwise described, exc 10cm in width or girth and applying two coat of synthetic enamel paint 1st quality (in camouflage pattern) over one coat of red oxide primer on new steel surfaces complete all as specified and directed by Engineer-in-Charge.

Material & labour for preparation of old steel surfaces of any description, not otherwise described, exc 10cm in width or girth and applying one coat of synthetic enamel paint 1st quality (in camouflage pattern) on old steel surfaces complete all as specified and directed by Engineer-in-Charge.

Demolition of Block masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete block masonry complete all as specified and directed by Engineer-in-Charge.

Material & labour for precast cement concrete type D1, (1:3:6) (using 20mm graded stone aggregate) solid block masonry witrh solid blocks, exc. 10 cm in width and setting in mortor (1:4) complete all as specified and as directed.

Material & labour for providing, cement concrete type C-1 (1:3:6) (using 20mm graded stoneaggregate) in roof kerbs or mud stops, rounded or chamfered on edges, copings etc complete all as specified and directed by Engineer-in-Charge.

Material & labour for cement concrete 1:2:4, type B2 (using 40 mm graded stone aggregate) in Channels, including necessary Formwork (if required) complete all as specified and directed by Engineer-in-Charge.

Material & labour for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitered/stopped ends, etc complete all as specified and directed by Engineer-in-Charge.

Material & labour for plain Cement concrete, type D2, (1:4:8), (using 40mm graded stone aggregate) in foundation and filling mass concrete complete all as specified and as directed by Engineer-in-Charge.

Material & labour for PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in coping etc including necessary form work, weathering slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge.

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

Material & labour for TMT bars 10mm dia and over, cut to length, bent to shape required, including crancking, bending spiraly for column & hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge.

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

Material & labour for precast cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in manhole and water tank covers, drain covers complete all as specified and directed by Engr-in-Charge. .

Running welding in repairs exc 6mm not exc 9mm in any description and any position complete all as specified and directed by Engineer-in-Charge

M/S AAYUSH ENGINEERING&COMPANY (BID ID -3356649)

BHAVANI PROVISION STORES (BID ID -3361588)

SARASWATI CONSTRUCTION (BID ID -3362811)

Bidder Name

SHREE BHANU ENTERPRISE