Haryana Police Housing Corporation Limited has published Up-Gradation Of Road Parking And Estate Services In Complex Of Rtc Bhondsi Distt . Gurugram. Submission Date for this Tender is 03-03-2020. Shed Construction Tenders in Gurugram Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Up-gradation of road / parking & estate services in Complex of RTC Bhondsi Distt. Gurugram | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. HSR item No. 6.6( C.P 425%) | BI01010001010000000000000515BI0100001112 | 16.98 | %cum |
| 2 | 2 | Dismantling cement cement concrete plain 1:4:8 or 1:5:10 HSR 8.25 (d) (C.P.@ 550%) | BI01010001010000000000000515BI0100001113 | 66.26 | cum |
| 3 | 3 | Cement concrete 1:4:8 with stone aggregate 20 mm Nominal size in foundation and plinth (HSR 10.39 (CP 450%) | BI01010001010000000000000515BI0100001114 | 3.4 | cum |
| 4 | 4 | Cement concrete 1 : 1 ½ : 3 with stone aggregate 20 mm nominal size in foundation and plinth. HSR 10.42 CP 450% | BI01010001010000000000000515BI0100001115 | 13.58 | cum |
| 5 | 5 | First class brick work laid in cement sand mortar 1:6 in foundation and plinth. HSR 11.2 + CP 650% | BI01010001010000000000000515BI0100001116 | 17.41 | Cum |
| 6 | 6 | 15 mm thick cement plaster 1:4 on the rough side of single or half brick wall HSR 15.10 CP 600% | BI01010001010000000000000515BI0100001117 | 50.82 | Sqm |
| 7 | 7 | Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR 16.3 CP 230% | BI01010001010000000000000515BI0100001118 | 816.03 | Sqm |
| 8 | 8 | Pdg. two coats of exterior acrylic emulsion paint, as per HSR 16.79b (C.P.@ 0%), (b) 1st quality | BI01010001010000000000000515BI0100001119 | 50.82 | Sqm |
| 9 | 9 | Providing and applying two coats of white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. HSR 16.81 + CP 230% | BI01010001010000000000000515BI0100001120 | 50.82 | Sqm |
| 10 | 10 | Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in positon complete in all respect. HSR 18.14 CP 500% | BI01010001010000000000000515BI0100001121 | 19.63 | Qtl |
| 11 | 11 | Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed. HSR 24.1 CP 370% | BI01010001010000000000000515BI0100001122 | 1196.08 | 100sqm |
| 12 | 12 | HSR Civil Total | BI01010001010000000000000515BI0100001123 | ||
| 13 | 13 | HSR CIVILWORK | BI01010001010000000000000515BI0100001124 | ||
| 14 | 14 | P/F in brass / gunmetal ferrules by drillign and tapping cast iron / DI / GI pipe line of all diameter and making connections i/c carraige, loading, unloading etc. complete in all respect, to the satisfaction of Engineer -in charge (excavation will be paid separately). (HSR 28.54 + CP 10%) 10mm i/d ferrule | BI01010001010000000000000515BI0100001125 | 8 | Each |
| 15 | 15 | CONSTRUCTING BRICK MASONRY INSPECTION CHAMBER SIZES AS GIVEN BELOW UPTO 0.60 METRE AVERAGE DEPTH in cement Mortar 1:5 LIME CONCRETE with 40 percent lime mortar 2:3 in foundation Cement mortar 1:2:4 BENCHING 12 mm THICK CEMENT PLASTER 1:2 with a floating coat of 1 mm thick of neat cement R.C.C 1:2:4 SLAB 100 mm THICK/CC/ TOPPING 50 mm THICK WITH 455 MM x 455 MM X 610MM INSIDE LIGHT DUTY C.I. INSPECTION CHAMBER COVER AND FRAME Weight as per I.SI. specification painted WITH 3 COATS OF black bitumastic superior paint complete as per standard design. HSR 29.84 C.P 450% | BI01010001010000000000000515BI0100001126 | 25 | Sqm |
| 16 | 16 | Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS:12592 INCLUDING SETTING the same to correct lines and levels in 1:2 cement sand moratr over manhole includingcarriage loading,unloading satcking handling re-handlinghetc. Complete in all respec to the satifaction of Engineer in charge. As per HSR 29.94 C.P 5% (560mm) Heavy duty set | BI01010001010000000000000515BI0100001127 | 48 | each |
| 17 | 17 | PROVIDING AND FIXING IN POSITION INDIAN MAKE (ORDINARY) LAVATORY SUITES Consisting of:- Lavatory in VITREOUS CHINAWARE size as given Below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary; of HSR 30.41 CP 340% White size 550X400mm with one no. trp | BI01010001010000000000000515BI0100001128 | 57 | Each |
| 18 | 18 | P/F HDPE water storage tank of Sintex, Diplast, O.K., Supreme make with cover / lids marked with ISI 12701 on roof top of building i/c cost of hoisting and placing in position, making connections with inlet and outlet pipe, providing overflow and scour provision with suitable plug on scour pipe i/c cost of nipples, washers, flanges for connection in tank, complete in all respect., as per HSR 30.119 (C.P.@ 0%) 1000 Ltr | BI01010001010000000000000515BI0100001130 | 30 | Each |
| 19 | 19 | HSR PH Total | BI01010001010000000000000515BI0100001131 | ||
| 20 | 20 | NS Civil | BI01010001010000000000000515BI0100001132 | ||
| 21 | 21 | Providing & fixing R.C.C benches complete in all respect. NS Item | BI01010001010000000000000515BI0100001133 | 20 | Sqm |
| 22 | 22 | Providing & fixing rred snad stone in vertical portion on wall i.c fashner, washer complete in all respect. | BI01010001010000000000000515BI0100001134 | 22.5 | Sqm |
| 23 | 23 | Cutting grooves in cement concrete work in road/ taxi track of size 4mm X 50mm. | BI01010001010000000000000515BI0100001135 | 1066.8 | Sqm |
| 24 | 24 | Providing & fixing 3mm fiber sheetround shed with M.S. Squre pipe1"X 1" frame including labour svrew silicon etc complete. | BI01010001010000000000000515BI0100001136 | 341.4 | Sqm |
| 25 | 25 | Finishing of the laid cement concrete with vaccum dewatering system surface and fine trowel complete in all respect. | BI01010001010000000000000515BI0100001137 | 1656 | Sqm |
| 26 | 26 | NS CIVIL TOTAL | BI01010001010000000000000515BI0100001138 | ||
| 27 | 27 | NS PH | BI01010001010000000000000515BI0100001139 | ||
| 28 | 28 | Providing and fixing SWR UPVC pipe classic type 'B' and specials ISI marked (Kissan, Prince, Finolex make) including fitting joint solvent mixture complete in all respect. (a) 110 mm dai | BI01010001010000000000000515BI0100001140 | 1011.94 | Mrt |
| 29 | 29 | (b) 75 mm dia | BI01010001010000000000000515BI0100001141 | 94.18 | Mrt |
| 30 | 30 | ( c ) 150mm dia | BI01010001010000000000000515BI0100001142 | 147.29 | Mrt |
| 31 | 31 | Specials for 110mm dia pipe | BI01010001010000000000000515BI0100001143 | ||
| 32 | 32 | Clamp | BI01010001010000000000000515BI0100001144 | 86 | Each |
| 33 | 33 | Cowl | BI01010001010000000000000515BI0100001145 | 12 | Each |
| 34 | 34 | Plain Tee | BI01010001010000000000000515BI0100001146 | 16 | Each |
| 35 | 35 | Plain Bend | BI01010001010000000000000515BI0100001147 | 16 | Each |
| 36 | 36 | Socket | BI01010001010000000000000515BI0100001148 | 72 | Each |
| 37 | 37 | P- Trap | BI01010001010000000000000515BI0100001149 | 32 | Each |
| 38 | 38 | Gully Trap | BI01010001010000000000000515BI0100001150 | 12 | Each |
| 39 | 39 | NS PH Total | BI01010001010000000000000515BI0100001151 | ||
| 40 | 40 | DSR Civil | BI01010001010000000000000515BI0100001152 | ||
| 41 | 41 | Providing and laying in position ready mixed plain cement concrete,with cement content as per approved design mix and manufactured infully automatic batching plant and transported to site of work in transitmixer for all leads, having continuous agitated mixer, manufactured asper mix design of specified grade for plain cement concrete work,including pumping of R.M.C. from transit mixer to site of laying andcuring, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions asper IS : 9103 to accelerate/ retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of the Engineerin-charge.\nNote : 1) Excess/less cement used than specified in this item is payable/recoverable separately. M-10 grade plain cement concrete (cement content\nconsidered @ 220 kg/cum) DSR 2018 .4.20.1.2 -30% | BI01010001010000000000000515BI0100001153 | 182.18 | cum |
| 42 | 42 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per\ndirection of the Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is yable/recoverable\nseparately). DSR 2018 5.37.1 -35% CP | BI01010001010000000000000515BI0100001154 | 248.44 | cum |
| 43 | 43 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse\nsand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in-charge). DSR 16.69 ( C.P -25%) | BI01010001010000000000000515BI0100001155 | 7.52 | Cum |
| 44 | 44 | Water proofing of the roof with SIKA Cemecrete including cleaning the surface, filling of joints & gaps, with slurry using water proofing compound SIKA CEM, making of Polymer, rich, gola from outside at the vertical Horizontal joints, applying 1st coat of SIKA CEMCRETE with fibermesh and 2nd coad of SIKA CEMCRETE on the roof of both rooms. DSR 2018/22.3 (-40%) | BI01010001010000000000000515BI0100001156 | 586.06 | Mtr |
| 45 | 45 | Total DSR Civil | BI01010001010000000000000515BI0100001157 | ||
| 46 | 46 | DSR PH Work | BI01010001010000000000000515BI0100001158 | ||
| 47 | 47 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. DSR 2018 (18.7) (-10%) 18.7.2, 20 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001159 | 298.09 | mtr |
| 48 | 48 | 18.7.3, 25 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001160 | 242 | mtr |
| 49 | 49 | 18.7.5, 40 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001161 | 141.8 | mtr |
| 50 | 50 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading\nthe pipe and making long screws etc. complete (New work) : DSR-2016 (18.46) (-10%) i) 20 mm nominal Bore | BI01010001010000000000000515BI0100001162 | 30 | Each |
| 51 | 51 | ii) 25 mm nominal Bore | BI01010001010000000000000515BI0100001163 | 22 | Each |
| 52 | 52 | ii) 40 mm nominal Bore | BI01010001010000000000000515BI0100001164 | 24 | Each |
| 53 | 53 | Total DSR PH | BI01010001010000000000000515BI0100001165 | ||
| 54 | 54 | E.I HSR | BI01010001010000000000000515BI0100001166 | ||
| 55 | 55 | Supply and Erection of miniature circuit breaker/isolator 240/415 Volts in existing distribution board i/c making necessary connections, as per HSR 31.17 (C.P.@ 30%) | BI01010001010000000000000515BI0100001167 | ||
| 56 | 56 | (A) Miniature circuit breakers of 9 KA breaking capacity. | BI01010001010000000000000515BI0100001168 | ||
| 57 | 57 | ii) SPMCB 6 Amp to 32 amp | BI01010001010000000000000515BI0100001169 | 15 | Each |
| 58 | 58 | iii) SPN MCB 40 to 63 Amp | BI01010001010000000000000515BI0100001170 | 12 | Each |
| 59 | 59 | Supply and Erectionof under ground cable loose in existing pipe or trenches including necessary connection, digging and refilling of trenches as per HSR 31.26 (C.P.@ 140 %) xli) 25 sq mm, 4 Core cable (Armd) | BI01010001010000000000000515BI0100001171 | 400 | Meter |
| 60 | 60 | xlii) 35 sq mm, 4 Core cable (Armd) | BI01010001010000000000000515BI0100001172 | 400 | Metre |
| 61 | 61 | (xl) 16 sq mm 2 Core cable ( unar) | BI01010001010000000000000515BI0100001173 | 300 | Mtr |
| 62 | 62 | Supply & Erection PVC unsheathed Copper conductor cable single core 1100 Volts grade in pipe of suitable size( excluding cost and erection of pipe), as per HSR 31.40 (C.P.@10%) (i) Size 1.50 Sqmm | BI01010001010000000000000515BI0100001174 | 3000 | Mtr |
| 63 | 63 | (iii) Size 4.00 Sqmm | BI01010001010000000000000515BI0100001175 | 2000 | Mtr |
| 64 | 64 | SHEET STEEL ENCLOSURE: Supply & erection of sheet steel enclosure Double door distribution boards suitable for MCBs etc. recessed in wall with rag bolts i/c bonding to earth& necessary connections, as per HSR 31.41 (C.P.@ 10%) ii) SP&N 8 way (Horizontal) | BI01010001010000000000000515BI0100001176 | 12 | Each |
| 65 | 65 | Supply and erection of moulded case circuit breaker single pole/four pole on wall or on existing pedestal including bonding to earth and necessary connections. (HSR 31.69) (CP 0%) v) Four Pole MCCB 100 Amp | BI01010001010000000000000515BI0100001177 | 12 | Each |
| 66 | 66 | vi) Four Pole MCCB 200 Amp | BI01010001010000000000000515BI0100001178 | 10 | Each |
| 67 | 67 | vii) Four Pole MCCB 300-400 Amp | BI01010001010000000000000515BI0100001179 | 10 | Each |
| 68 | 68 | TOTAL H.S.R.(E.I ) | BI01010001010000000000000515BI0100001180 | ||
| 69 | 69 | E.I. (N.S.) PART | BI01010001010000000000000515BI0100001181 | ||
| 70 | 70 | S/E of 50/53/60 watt LED Flood Light pressure die cast housing with IP-65 Protection and efficient LED output for better distribution to be mount on existing building/ terrace complete in all respect.suitable for operation on 230 volts A.C supply(Havell's -Model-LHEPBFUEIN6W050 or equivalant mode as per brand list of HPHC | BI01010001010000000000000515BI0100001182 | 15 | Each |
| 71 | 71 | S/E of 45 watt LED 6K, die cast aluminium street light luminaire with IP-65 Protection complete in all respect.suitable for operation on 230 volts A.C supply ( Havell's - Model - LHETAXU7PN6J045 or equivalent model of brand list | BI01010001010000000000000515BI0100001183 | 50 | Each |
| 72 | 72 | S/E of 180/200 watt LED Flood Light luminaire with IP-66 Protection and made in pressure die cast and heat shrink aluminium extrusion with high power LEDs as light source to be mount on existing building/ terrace complete in all respect.suitable for operation on 230 volts A.C supply ( Bajaj Model - BJFL 180W LED or equivalent Model of as per brand list | BI01010001010000000000000515BI0100001184 | 12 | Each |
| 73 | 73 | S/E PVC insulated 3 core, 1.50 sqmm copper conducter cable(unarmoured), 1100V, grade in existing pipe/pole, complete with all labour and petty material required i/c making necesary connections. | BI01010001010000000000000515BI0100001185 | 250 | Mtr |
| 74 | 74 | S/I/T/C of water cooler stainless steel body with 150 ltr /hr and 150 ltr storage capacity(USHA,Sidwal Make) with copper wound voltage stablizer of 5 kva ,100 up and commercial RO system of 25 ltr/ hr capacity (Kent) with Prefilter complete in all respect i/c all labour and petty material. | BI01010001010000000000000515BI0100001186 | 1 | Each |
| 75 | 75 | Total EI NS | BI01010001010000000000000515BI0100001187 |
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