PROVN OF OPEN WELL AT PAO STAFF QTRS BURNASSERY AT KANNUR MIL STN UNDER GE (ARMY) TRIVANDRUM

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, in hard/dense soil complete all as specified and directed

Earth work in excavation by mechanical means (Hydraulic excavator) over areas including getting out and disposal of excavated earth lead upto 50 m and lift depth exceeding 1.5m and not exceeding 3.00 M in ordinary rocks complete all as specified and directed

All as per SI item No. 3.00 here-in-before but depth exceeding 3.00m and not exceeding 4.50 m in ordinary rocks complete all as specified and directed

All as per SI item No. 3.00 here-in-before but depth exceeding 4.50m and not exceeding 6.00 m in ordinary rocks complete all as specified and directed

All as per SI item No. 3.00 here-in-before but depth exceeding 6.00m and not exceeding 7.50 m in ordinary rocks complete all as specified and directed

All as per SI item No. 3.00 here-in-before but depth exceeding 7.50m and not exceeding 9.00m in ordinary rocks complete all as specified and directed harge

All as per SI item No. 3.00 here-in-before but depth exceeding 9.00m and not exceeding 10.50m in ordinary rocks complete all as specified and directed

All as per SI item No. 3.00 here-in-before but depth exceeding 10.50m and not exceeding 12.00m in ordinary rocks complete all as specified and directed

All as per SI item No. 3.00 here-in-before but depth exceeding 12.00m and not exceeding 13.50m in ordinary rocks complete all as specified and directed

All as per SI item No. 3.00 here-in-before but depth exceeding 13.50m and not exceeding 15.00m in ordinary rocks complete all as specified and directed

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for laying pipes n.exc 10 sq. m on plan and n exc 1.5 m in depth and getting out in soft loose soil complete all as specified and directed

M&L for PCC 1:4:8, Type D2 (using 40mm graded stone aggregate) as in foundation, filling mass concrete or similar works, complete all as specified and directed.

Returning and filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soil obtained from excavation complete all as specified and directed.

Removing excavated materials, soil to a distance exceeding 100 m and not exceeding 150 m and depositing where directed at a level 1.5 m above starting point complete all as specified and directed.

Removing excavated materials, soil to a distance not exceeding 50 m and depositing where directed at a level 1.5 m above starting point complete all as specified and directed.

M&L for RCC M-30 (Ready Mix Concrete Design Mix) using 20 mm graded stone aggregate in Foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs and mass concrete complete all as specified and directed.

M&L for RCC M-30 (Ready Mix Concrete Design Mix) using 20 mm graded stone aggregate Beams, cantilevers, lintels, columns pillars, piers, posts, struts, challah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. or in similar articles upto 5th floor level complete all as specified and directed.

S&F CRS TMT steel bars as reinforcement, 10mm dia and over, 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 complete all as specified and directed.

S&F CRS TMT steel bars as reinforcement, 5mm dia, and over upto and including 10mm dia in stirrups, spacers and binders, 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 complete all as specified and directed.

Use & waste Formwork flat or curved to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for falt, rough finished surfaces of concrete complete all as specified and directed.

Use & waste Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and directed.

M&L for laterite stone masonry exc 10cm in width, regular coursed, well bonded bedded and solidly hearted built in cement mortar 1:6 complete all as specified and as directed.

M&L for rendering 15 mm thick cement plaster on fair faces of brick/ stone masonry/concrete surfaces in cement mortar 1:6, finished even and smooth without using extra cement complete all as specified and directed.

Hard-core of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface of broken stone or boulders complete all as specified and directed

M&L for 75mm thick plain cement concrete, 1:3:6, Type C1 (using 20mm graded stone aggregate) as in plinth protection finished even and smooth without using extra cement including necessary form work complete all as specified and directed.

S&F mild steel framed work such as 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; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.

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

Supply, laying and jointing high pressure Unplasticised PVC pipes of 50mm bore and pressure rating 10 kgf/cm2 including necessary fittings to walls, ceiling or in floor complete all as specified and directed

S&F 50 mm bore UPVC gate valve/ ball valve, with handle complete all as specified and directed.

S&F PVC insulated and PVC sheathed copper conductor cable flat type, multistranded of size 4 sqmm 3 core complete all as specified and directed.

S&F electronic DOL submersible pump controllers of capacity upto 5HP, 3 phase with inbuilt single phase preventer relay complete and including all connected wire and wirings complete all as specified and directed

S&F open well submersible pump set water filled type 3HP, 3 Phase, 415Volt, with minimum 15m -27m head, 610L per minute discharge, suitable for delivery pipe line 50mm dia complete all as specified and directed

M&L for poly propylene rope 20mm dia, solid braided ropes, 5.5m per Kg including all accessories required for tightening in open well/tube complete all as specified and directed

S&F CI sluice valve 50mm with flanged with steel spindle class PN 1:6 suitable for water mains including all jointing and connecting material nuts, bolts washer rubber packing and testing complete all as specified and directed

M&L for cutting of road/PCC/Chequered tile/Hard surfaces for laying LT cables through pipes of any size not exceeding the depth from ground level 35cm and making good surfaces as per existing complete all as specified and directed

M7L for HDPE water tubing 50mm bore of pressure rating 10kg/Sqcm with all fittings required such as bends, Tees, elbows, sockets, clamp or fastening equipments etc inside bore well complete all as specified and directed

M&L for valve pit chamber of size 120x120x90 cm internal dimension, in brick/ stone construction including excavation and earth work in any type of soil, returning, filling, disposal of surplus soil to a distance not exceeding 50 mtr and depositing where directed, PCC foundation of the mix (1:2:4), type B2, brick masonry including plastering 12 mm thick in cement mortar 1:4, internally finished even and fair and flush pointing externally as the work proceeds in same mortar and suitable size angle frame with mild steel angle iron 40x40x6 mm, MS sheet cover 3.15 mm thick with handle and locking arrangement and painting all steel surfaces with two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer and painting all MS embedded in PCC with two coats of black bituminous paint as approved, including demolition of existing old valve chamber complete all as specified and directed.

KDR CONSTRUCTION (BID ID -3300147)