GE (N) P/TOKEN- 102 OF 2023-2024REPAIRS TO STONE MASONARY BOUNDARY WALL OF KENDRIYA VIDYALAYA SOUTHERN COMMAND IN THE AREA OF AGE B/R (CENTRAL) UNDER GE(NORTH) PUNE.

Amount

Dismantling of Cement Concrete of any description and in any position not otherwise specifically provided for coping complete all as specified and directed

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

Demolition of stone/boulder masonry,/PCC block wall/Brick work built in cement mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

M & L for Hardcore of broken stones or boulders of guage not exc 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed

M & L for cement concrete 1:3:6, type C2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed

M&L for cement concrete type B1(1:2:4) of 20mm graded aggregate as in coping roof kerbs or mud stops, rounded or chamfered on edges , 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 etc water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as speified and directed.

M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in Cement mortar (1:4) included bond through stone every 0.5 sqm of wall surface and shall be provided at 1.50 m to 1.80m appart clear in every course complete all as speified and directed. Note:-(i) Rates of bond through stone is included in quoted rate and no extra payment shall be admissible. (ii) Stone shall sufficiently wetted before laying to prevent absorption of water from mortar. (iii) Random rubble masonary shall be carried out as per IS 1597( part-I) 1992.

Ditto all as Item No. 7 above but except stone.

M&L for Pre-cast cement concrete block masonry using solid blocks of PCC 1:3:6, type C-1, exc 10cm in width and setting in CM 1:4 complete all as speified and directed.

M&L for 15mm thick plastering in CM 1:4 on brick or concrete wall surfaces etc finished even and fair complete all as specified and directed

M&L for two coats of Cement Base paint over a coat of primer on newly plastered wall surfaces including prepration of wall surface complete all as specified and directed

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 hard dence soil all as specified and directed.

Removing excavated soil exc. 50m and depositing where directed at a level not exc. 1.5 m complete all as specified and directed.

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

S&F angle iron fencing post and struts including cutting tops to shape as directed, drilling holes, notching for wire etc, flate iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-410-0 or Fe-310-0 any size complete all as speified and directed.

M & L for preparation of new steel surfaces of any description over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

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

M&L for concentina punch type wire 610 mm dia of each coil avg weight n less than 1.06 kg/RM after stretching including coating of anti rust compound fixed on angle iron bracktes top of compound wall.

M&L for flush pointing in cement mortar 1:3 to random or polygonal rubble, uncoursed or brought upto course complete all as speified and directed.

Note : 1. Performance security:- Refer Condition 22 of Special Conditions. 2. Quoted Contract Sum shall be arrived at after deducting the amount of Credit Schedule (refer Schedule of Credit in pdf form for quantity, rate and amount etc.) for old unserviceable materials retrieved from site.

ANIL CONSTRUCTION CO.

N AND G CONSTRUCTION

Gauri Associates

THE SAIRAM CONSTRUCTIONS

M/s.BAJRANG CONSTRUCTION

GS Associates

N B ENTERPRISES

K.K.Enterprises

M/S AKASH ENTERPRISES

Pratap enterprises

L.T Associate

Vijay Construction and Company

Bidder Name

Vijay Construction and Company