Military Engineer Services Tender

Excavation over areas, n. exc. 1.5m deep and getting out hard / dense soil complete all as specified and as directed .

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 depth and getting out in soft / loose soil for laying cables/pipes/erection of poles etc. complete all as specified and as directed .

Returning filling in, with excavated soils including spreading, levelling, watering and well ramming in layers n.exc. 25 cm thick complete all as specified and as directed .

Removing excavated material to a distance n. exc 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed .

Rolling and consolidation of formation surfaces in cutting using hand rollers 0.2 to 0.5 tonne complete all as specified and as directed.

M&L for 100mm spread thickness soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed .

M&L for 75 mm thick plain cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate including Use and waste of form work/screed strips, finishing surfaces of concrete even and rough to receive the topping layer complete all as specified and as directed .

M&L for 75mm thick plain cement concrete 1:2:4 type B1 using 20mm graded aggregate as top/wearing layer, by mixing liquid water proofing compound as per manufacturer instructions including use and waste of formwork and levelling the top surface, finished even and smooth without using extra cement and finishing exposed edges fair or founding or chamfering of exposed edges complete all as specified and as directed. Note:- WPC shall be measured and paid seperately.

Supply only liquid water proofing compound.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out in soft / loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2 by using 40mm graded crushed stone aggregate as in foundations, filling and mass concreting complete all as specified and as directed.

S&F GI pipes medium grade 150 mm dia as in poles for basketball backboard support structure all as per sport authority of India (SAI), including necessary welding and buffing of joints to obtain monolithic finish, providing necessary framework for fixing the backboards using approved MS sections and painting with two coats of epoxy enamel paint (Polyurethene based) over a coat of epoxy primer, including fixing of Acrylic Fibre transparent Basketball Boards of size 1800 mm x 1050 mm, thickness exceeding 25 mm, including 450 mm dia basket ball ring made of 18 mm dia solid steel, suitably fixed to backboard, including basketball nets suspended from the rings with a minimum of 12 loops, of length not less than 400 mm and including all necessary fixing arrangements required for fixing to the backboard support structure/ framework and making 50 mm wide painted markings on the acrylic boards as specified/ as per standards complete all as per manufactures instructions and as per standards stipulated by FIBA/NBA/ISA complete all as specified and as directed . Note : (a) Rates quoted are deemed to include for erecting one pair of basketball poles, i.e. 02 Nos including all connecting fittings & accessories as per the standards specified by FIBA/NBA/ISA. (b) All steel/iron structures are to be provided with two coats of epoxy enamel paint (Polyurethane based) over a coat of epoxy primer. (c) Earthwork for foundation and foundation concrete shall be measured and paid seperately. (d) Rates are deemed to included for base plates to basketball poles as per manufactures instructions and as per standards.

Forming construction joints 25 mm deep x 10mm wide by cutting with diamond bit cutter of appropriate size for straight and smooth edges and joints shall be cleaned throughly with application of compressed air and made dry, vaccum cleaned and free of dirt, oil, vegetation and other debris and apply two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealent. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12mm dia including application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealent complying with BS-5212,BS4254 and EN-141875-2003with minimum movement accommodation factor (MAF) of ± 30% having minimum 10 years performance guarantee including providing masked tape on the edges of joints and removing the masking tape after filling of sealent as per manufacturer instructions complete all as specified and as directed .

M&L for providing following 8 layer all weather suitable/friendly protective against UV Rays of synthetic surface flooring complete all as specified and as directed. (i) 1st layer of primer to improve bonding of acrylic paint with subfloor (ii) 2nd layer of LS Acrylic resurfacer 367-30 for filling and smoothing subfloor (iii) 3rd layer consists of triple layers of Uni-Rubber Cushion. (iv) 6th & 7th layer 100% LS acrylic latex based textured basketball base colour coat (v) 8th layer finished top colour coat to protect flooring against UV rays with over line marking with acrylic paint. Note :- (i) 8 layers of synthetic surface flooring shall be considered as one unit for the purpose of payment . (ii) The approved SAI ( sports authority of India) make shall be got to be approved by GE before commencement of work.

Preparion of new surfaces and painting lines , dashes, arrows , letters etc., on roads, pavements and the like not exc 10cm width with road marking paint of any colour/ tint complete all as specified and as directed. Note :- Line painting shall stand out and solidly without showing signs of brush marks of surfaces underneath, if necessary the surface shall be repainted until desired result is obtained.

Cutting holes in stone walls in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 type B1 for exceeding half brick but not exceeding one brick thick walls complete all as specified and as directed .

Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and as directed .

S &F framed work as in doors or gates of Stainless steel of grade 304 (16702) , ASTM (86221) standard, welded types (12143) , ISO (20239) certified and not less than 2mm thick of stainless steel tubular section. At the top of the door / gate the spikes shall be provided for security pourpose for main Gate and also viewing opening with sliding shutter shall be provided for viewing outside of the gate when closed from inside etc complete using ERW or induction butt welded stainless steel sheeting or other covering. etc as required including either hooks and hinges or stainless steel hanging door fittings (exclusive of steel sheetings) and hanging, also stainless steel fastening and fixing complete all as specified and as directed . Note : (i) No of Gate - 01 along with wicket gate No.01 (ii) necessary locking arrangements and hinges for wicket gate. (iii) Pintol for main gates.

S & F 1.9 mm thick plain, stainless steel sheeting grade 304, polished 240 girt, white poly coat in gates, hips, valley gutters, drip and straight flashins (length and girth as fixed) fixed with welding complete all as specified and as directed .

M&L Granite 20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including backing coat of CM 1:3 , 10mm thick on vertical wall surfaces complete all as specified and as directed .

S & F Stainless steel letters in English n exc. 10 cm high with Indian Navy emblems on 2.0 mm thick plain, stainless steel sheeting grade 304, polished 240 girt, size of the emblems sheets shall not be less than area of 450mm X 450mm complete all as specified and as directed . Note :- 09 Nos of SS letters (unit name) and 01 No. SS Navy emblem shall be considered as a one job for the purpose of payment.

Taking down cement plaster of any description on brick / concrete surfaces including racking out joints, hacking for Key, scrubbing down with water, etc. including removal of debris to outside MD land complete all as specified and as directed .

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

M&L for applying two coats of weather proof exterior emulsion paint (Apex Ultima or equivalent) of any colour over a coat primer, over a coat of cement based exterior putty not less than 1mm thick on wall column projection, chajjas sides and bottom etc complete all as specified and as directed .

M&L for sand cushioning with sand in two layer,first layer of 80mm thick before laying of cable and second layer of 150mm thick after laying of cable in trenches/ducts for cable including consolidation of each layer complete all as specified and as directed . Note: Punned thickness of sand cusioning shall be measured only for the purpose of payment .

Supply and laying un reinforced precast concrete cable cover , class LV type I, with peak of size 250mm X 150mm X 40mm complete all as specified and as directed .

Supply , laying, connecting and commissioning of LT UG cable 25 sqmm 4 core 1100 volts grade XLPE insulated armoured heavy duty electric cables with aluminium conductor including connecting with suitable size of cable glands lugs etc. laid in trenches or fixed on walls including taking down old unserviceable LT UG cable from existing position complete all as specified and as directed .

Supply , laying, connecting and commissioning of LT UG cable 10 sqmm 2 core 1100 volts grade XLPE insulated armoured heavy duty electric cables with aluminium conductor including connecting with suitable size of cable glands lugs etc. laid in trenches or fixed on walls including taking down old unserviceable LT UG cable from existing position complete all as specified and as directed .

S & F in replacement of GI tubing 40 mm dia light grade for protection of UG cable on trench / floor / pole etc complete all as specified and as directed .

S & F in replacement of LED flood light fitting 120 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 66 protection complete all as specified and as directed.

S & F in replacement of time switch 240 V single phase of 3-30 sec for 20 Amp contactor, 50 Hz complete all as specified and as directed.

S & F in replacement of 2 pole contactor 240 V, 20 Amp, 50 Hz complete all as specified and as directed.

S & F in replacement of FRP junction box of size 250 X 200 x 100 mm with IP 55 aluminium bus bar suitable for mounting 01 No. MCB SP with locking hinge and aluminium clamp made out of 25X3mm thick complete all as specified and as directed.

S & F in replacement of three runs of PVC insulated copper conductor 1100 volt grade 2.5 sqmm single core cable drawn through FRP pole complete all as specified and as directed. Note :- Thee runs of cable shall be measured as one unit for the purpose of payment.

Earthing complete with galvanized iron earth plate electrode 60cmx60cmx6mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr below ground level connecting to the Galvanised iron earth lead 32x6 mm size, by means nut, bolt, check nuts and washer of galvanized iron and 32x6 mm as earth lead protected by provision of GI light grade pipe 40mm bore including provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregate with 40mm thick cover of RCC (1:2:4) reinforced (weight not less than 4Kg/Sqm) and frame of angle iron 25x25x6mm with lugs 2 Nos and with 6mm dia MS bar handle made to shape, GI light grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling, test point with fixing arrangement CI funnel wire mesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exc 50 mtr all as per electrical plate No.3 of SSR Part I and connecting to earth test point including testing and dismantling of old earthing of any type complete all as specified and as directed.