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| 1 | PROVN OF HARD STANDING WITH OVERHEAD VEH PARKING AT ARMY ENVIORNMENTAL PARK AND TRG AREA AT KANPUR CANTT (ITEM NOS 02 TO 23) |
| 2 | Excavation in post holes n exc 0.5Cum, gettingout , returning filling in and ramming earth or broken rubble mixed with around in layers n exc 50mtr and making good surface in soft/loose soil complete all as specified and directed. |
| 3 | M&L for PCC 1:3:6 Type C2 (using 40mm graded stone aggregate) as in post holes, foundation complete all as specified and directed. |
| 4 | S&F joist,channel,angle or tee sections, Fe 410-W (Gde-E-250) Quality-A channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed. |
| 5 | S&F for Plates (plain or chequered) Fe410-W (Gde-E-250) Quality-A channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed. |
| 6 | S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts 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 or riveting, etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 7 | M&L for preparation of new steel or iron surfaces of any description exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat zinc chrome red oxide primer complete all as specified and directed. |
| 8 | S&F for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an 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. |
| 9 | S&F for Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an 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. |
| 10 | Surface excavation n exc 30cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed. |
| 11 | M&L Hardcore of gauge n exc. 63 mm (broken stone boulder), deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 12 | M&L 100mm thick cement concrete in sub base, floors and paving type D2, 1:4:8 using 40mm graded aggregate complete all as specified and directed. |
| 13 | M&L for sand filling under floor or in foundation including watering and in consolidation complete all as speified and directed. |
| 14 | M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 & ISI Marked of 80 mm thickness M-40 Grade with grey cement and no pigmentcomplete all as specified and directed. |
| 15 | M&L for providing Type B1 1:2:4 (using 20mm graded stone aggregate) cement concrete in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed. |
| 16 | Excavating in trenches in soft/loose soil, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed. |
| 17 | M&L for PCC 1:5:10 Type E2 (using 40mm graded stone aggregate) as in foundation complete all as specified and directed. |
| 18 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in built in cement mortar 1:6complete all as specified and as directed. |
| 19 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed. |
| 20 | Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and directed. |
| 21 | M&L for 15mm thick rendering on brick or concrete surface in CM 1:4 finished even & smooth without using extra cement complete all as specified and directed. |
| 22 | M&L (1:1.5:3) type A1 Providing precast ce- ment concrete in win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling).corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers,weatherings,throat- ing etc. and setting in mortar with joints to match complete all as specified and directed. |
| 23 | M&L Preparation of newly plastered surfaces of wall and applyingtwo coat of Cement Base Paintofapproved colour and shade by accepting officers over and including a coat of primer as per manufacturers instructions including necessary scafolding upto 4th floor complete all as specified and directed. |
| 24 | PROVN OF COVERED SHED NEAR ADM BLOCK OF 8 RAJ RIF AT KANPUR CANTT (ITEM NOS 25 TO 35) |
| 25 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth : for foundation and getting out in any type of soil complete all as specified and directed. |
| 26 | M&L for PCC 1:4:8 Type D2 (using 40mm graded stone aggregate) as in foundation complete all as specified and directed. |
| 27 | M&L forBrick work with subclass \"B\"bricksstraight or curved in plan exceeding 6 mtr mean radius built in cement mortar (1:6)complete all as specified and directed. |
| 28 | M&L for interlocking precast colored cement concrete glazing finished pavement blocks 60 mm thick M-35 gradewith grey cement and pigment conforming to IS 15658 laid dry hand packed tightly over a layer of sand to the true levelled surface concrete tiles pattern shall be as directed complete all as specified and directed.Note:- Supply of sand shall be measured & paid separately under respective item) |
| 29 | M&L for sand filling under floor or in foundation including watering and in consolidation complete all as speified and directed. |
| 30 | M&L for PCC 1:2:4 type B2 (using 40 mm graded stone aggregate) as inflooring/path, etc complete all as specified and directed. |
| 31 | Excavation in post holes n exc 0.5Cum, gettingout , returning filling in and ramming earth or broken rubble mixed with around in layers n exc 50mtr and making good surface in soft/loose soil complete all as specified and directed. |
| 32 | M&L for PCC 1:3:6 Type C2 (40mm graded aggregate) as in foundation/post holes, plinth protection Complete all as specified and directed. |
| 33 | M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. (Fe-290 Gde E-165) complete all as specified and directed. |
| 34 | S&F for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. |
| 35 | M&L for preparation of new steel or iron surfaces of any description exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over and including a coat zinc chrome red oxide primer complete all as specified and directed. |
| 36 | PROVN OF BOUNDARY WALL ADJACENT TO RED EAGLE PRE-PRIMARY SCHOOL KANPUR CANTT (ITEM NOS 37 TO 47) |
| 37 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 depth for foundation etc or for shafts well cesspits manholes pier holed etc 10 Sqm on plan and getting out in soft and loose soil complete all as specified and directed. |
| 38 | M&L PCC 1:5:10 type E2 using 40 mm graded aggregate in Foundation Bed concrete complete all as specified and directed. |
| 39 | M&L brick work with subclass \"B\" bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 with old size brick, complete all as specified and directed. |
| 40 | M&L for providing, cement concrete type BO 1:2:4 in 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, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 41 | Form work to bottom, sides and soffits of bands, lintels, cantilevers, shelves including supports etc complete all as specified and directed. |
| 42 | M&L for 15 mm thick rendering in cement mortar 1:6 on concrete or brick surface complete all as specified and directed. |
| 43 | Returning, filling in trenches, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 44 | Removing excavated soil not exceeding 1.5 km distance and depositing where directed at a level In exc 1.5 metre above the starting point complete all as specified and directed |
| 45 | M&L for broken glass coping on top of walls using CM 1:3 complete all as specified and directed. |
| 46 | S&F for 75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. |
| 47 | Preparing new surfaces by washing, rubbing down and stopping of painted surfaces and applying two coats of cement base paint over a coat of white wash on surfaces of walls/PCC louvers and jallies complete all as specified and directed. |
| 48 | PROVN OF TWO HIGH MAST LIGHTS FOR POL DEPOT AREA OF SUPPLY DEPOT AREA OF 46 ASC (SUP) KANPUR (ITEM NOS 49 TO 60) |
| 49 | Excavation in trenches in any type of soil n exc 1.5 mtr in width and n. exc 1.5 mtr in depth and getting out all as required for laying of cables, foundation filling of poles or stays and for rerouting of cables complete all as specified and directed. |
| 50 | Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. |
| 51 | Removing excavated material (soils) to a distance n.exc 50 m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed. |
| 52 | Sand cushioning to U/G cable in layers of 23 cm thick (8 cm before laying the cable and 15 cm thick after laying the cable, punned thickness shall be measured) in trenches complete all as specified and directed.Note: - Only punned thickness shall be measured and paid. |
| 53 | M&L for Sub class ‘B’ bricks old size. laid dry flat over the cable abutting each other, length of cable equal to width of brick complete all as specified and directed. |
| 54 | Supply, laying, testing and commissioning of XLPE PVC insulated of cross sectional area 16 sqmm 4 core, PVC sheathed armoured LT 1100 volts heavy duty withaluminum conductor passing through pipe, in duct, on poles, in trenchesincluding fixing hardware, clamps, making good the damaged surfaces etc, as required complete all as specified and directed. |
| 55 | M&L for boring under road horizontely of size 40/50 mm bore using GI pipe for passing of cable in road/path in hard/soft/ loose soilcomplete all as specified and directed. |
| 56 | M&L50 mm dia galvanised steel tubing, light grade, with all necessaryfittings and fixtures laid in trenches, fixed to walls, poles, under road/floor etc for cable protection complete all as specified and directed. |
| 57 | Supply and fixing Galvanised 16 meter High Mast light with raising lowering system suitable for 8 lantern including 200 Watt,5700K,120 lumen/watt,CRI>70, LED Flood light Make- Philips Cat part No-BVP283LED240CW FGSY5NB 200WPSUSPD Luminaries symetrically fitted along with their Motorised control gear (wiring material from JB to individual luminaire & MCB in base compartment) and having two point suspension system with stainless steel wire rope of 6 mm dia 7/19 gauge and double drum winch with luminaries mounting arm, pulley assembly, aviation obstruction light LED TYPE twin dome, lightening arrestor spike including earth work and RCC foundationM 20 grade concrete,10 T/sqmtr at depth 1.5 Mtr as per height 16 meter with the following technical specification(a)MAST STRUCTURE : The High Mast shall be of continuously tapered, polygonal cross section polygon type (minimum 16 sides) of 15/16 meter in height presenting good visual appearance and shall be based on proven design for 55 mtr/sec wind speed to given assured performance reliability and service. The Mast shall have an approximate Top diameter of say 150mm to 200mm and Bottom diameter of 350 mm to 450 mm.The weight of the Mast shall not exceed more than 1600 Kgs, excluding weight of luminaire , to maintain good elasticity of slender structure. |
| 58 | (b)MAST CONSTRUCTION : The Mast shall be fabricated from special steel plates of S 355 grade as per BS EN 10025 grade, cut and folded to form polygonal section and shall be telescopically jointed and fillet welded. The welding shall be in accordance with BS 5135. The procedural were Geometry and the workmanship shall be exhaustively tested by the radio graphy on the completed welded and certificates submitted. The Mast shall be delivered in only 2 sections with out any circumferential welding at site, which shall be jointed together by slips-tress-fit method. The joining shall be stressing equipment, thus forming the sleeve joint. No site welding or bolted the joint will be accepted.The overlap distance shall have ful penetration of longitudinal welds. The base plate of the mast shall be at least 25 mm thick. An adequate door opening minimum 1400 mm x 300 mm shall be provided at base of each mast such as to permit clear excess to equipment like winches, including foundatuin bolts as manufacture design, cable plug and socket etc. The opening shall be complete with a close fitting vandal resistance, weather proof door provided with a heavy duty lock.For metal protection of the Mast, the entire fabricated Mast shall be hot dip galvanised internally and externally, having minimum average thickness of 65 microns.(c) Earth work/ Excavation in trench for Foundation of High Mast: Excavation in trench for foundation of high mast to be upto (L-3500 X W-3500 X H-2100) mm(d) Hard standing/ Foundation at bottom of Trench: At the bottom of trench foundation of PCC 1:4:8 to be provided upto (L-3200 X W-3200 X H-100) mm(e) RCC with Horizontal grid of TMT rods: Over a PCC provided above, RCC of 1:1.5:3(L-3200 X W-3200 X H-300) mm to be provided, including (2x19) 38 Nos 12 mm TOR @ 150mm C/C of 3000 mm in length both ways at bottom & including (4X7) 28 Nos 10 mm TOR @ 150 mm C/C of 3000 mm in length at top. |
| 59 | (f) RCC with Longitudinal grid of TMT rods: RCC 1:1.5:3 from bottom & center of trench/ foundation vertical piller of (L-1000 X W - 1000 X H - 2000) mm to be provided, including 20 Nos of 12 mm TOR of 2600 mm in length as longitudinal reinforcement in pedistal, over a vertical piller grid (out side) 12 Nos of 08 mm TOR of 3650 mm in length & inside verical piller grid 06 Nos 8 mm TOR of 2750 mm in length.& 8 Nos M30 X 1000 mm long bolts including anchor plate to be provided at suitable height to mount the high mast.(g) Structural concrete shall have curing for 28 days (h) Minimum compressive design strength shall have 200 kg sq CM(j) Reinforcment shall be HYSD bars conforming to Fe-500(k) Excavation/ PCC/ RCC & farm work are included in deemed rate.As per drawings approved by OEM. |
| 60 | Earthing complete with galvanised steel earth plate electrode 600x600x6mm thick directly burried in ground (earth pit not less than 2.25 m deep below ground level) with top edge of earth plate not less than 1.5metre below the ground level connected to GI strip 32x6 mm by means of bolts nuts check nuts and washers of galvanised iron at 2 points & GI pipe 40 mm bore medium grade for protection of earth strip, PCC chamber 1:3:6 (type C-1) (using 20mm graded stone aggregate), funnel with wire mesh, 50 mm thick cover of RCC 1:2:4 type B-1 using 20mm graded stone aggregate reinforced with 8 mm MS bars at 150 mm centre to centre both ways, CI frame and charcoal dust and common salt, all as shown in electrical plate No. 3 of MES SSR part-I and making test point as specified including excavation & earth work in any type of soil and connecting the earthing to an earthing point/equipment as specified and directed& testing on completion.NOTES : (i)The concrete pit shall be made in PCC 1:3:6 type C-1, using 20mm graded crushed stone aggregate 40mm thick precast cover slabof RCC (1:2:4),type B-1,using 20mm graded crushed stone aggregate with suitable MS handle in lieu of CI cover.(ii)Item includes the cost of 7.5 metre GI pipe for protection of earth strip. Any variation in length shall be adjusted through deviation order(iii) Items includes cost of 7.5 metre earth lead strip. Any variation in length shall be adjusted through deviation order.(iv)Earth electrode shall be surrounded by adequate quantity of charcoal dust and salt to a packed thickness of 15 cm on all sides. |
| 61 | S&F timer panel outdoor type 415 volts 3 phase 4 wire AC 50 Hz cubical type weather & vermin 3.0mm sheet CRCA sheet conopy roof extended on all four surfaces by not less than 10cm painting with power coating locking arrangement with 50mm lck and 40x40x6mm angle iron frame front and rear opening with double shtter and one earth terminals suitable cable gland for all cable incoming & out going grouting of 10cm above ground level with angle iron of suitable size including testing complete all as specified and directed including the following accessories :-(i) Power connector ML -6, AC 3 phase 415 volts -01(ii) Adjustable time switch manual type self powered -01 (Make : MDSL/Legrand/L&T/C&S)(iii) Togal switch-01(iv) RYB phase indicators for main supply.(v) MCCB 100 Amps 4 pole 25 KA - 01(vi) Internal wiring with PVC insulated copper conductor multi stranded cable 1100 volt grade IS 694 marked of appropriate gauge including all cable copper lugs. |
| 62 | S&F Lightning Arresters Low tention for out door use, non linear resister type, horn gap and choking coil maximum working pressure 1100 Volts complete with all fitting 30 kiloamp discharge capacity complete all as specified and directed. |
