Development Of Infrastructure At I/A Salarpur With 5 Year Operation And Maintenance , Bhiwadi Alwar ( Raj )

Tender Notice

24109051
Development Of Infrastructure At I/A Salarpur With 5 Year Operation And Maintenance , Bhiwadi Alwar ( Raj )
Indian
Rajasthan
24-03-2020
22-04-2020
27-04-2020

Tender Details

Development Of Infrastructure At I/A Salarpur With 5 Year Operation And Maintenance , Bhiwadi Alwar ( Raj )

Key Value

Document Fees
INR 5900 /-
EMD
INR 35070000.00 /-
Tender Value
INR 175.34 Crore /-

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089ED303-F83D-4FBE-AE56-C709E0F8FA93.html Tender Notice-Tender Notice 0
Tendernotice_1.pdf Tender Document-NIT 1392.27
Bid.pdf Tender Document-bid 5969.07
drawings.pdf Tender Document-Drawings 11566.76
BOQ_321815.xls Tender Document-BoQ 1112.50

Other Information

Attachments
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✓ Tendering Authority
✓ Publication Document
(Tender Document / Tender Notice )

BOQ Items

Name of Work: Development of the infrastructure at Industrial Area Salarpur (Survey & Demarcation- BSR Items) (PWD Rajasthan BSR Road & Building Works-2019 Alwar Circle, PHED Rajasthan BSR-2019, RUIDP Rajasthan BSR-2017, PMGSY Rajasthan BSR-2014, Electrical Rajasthan BSR-2013)
Sl. No. Item Description Item Code / Make Quantity Units
1 1.01 Supply & Stacking good earth at site complete including loading unloading & transporation etc. BI01010001010000000000000515BI0100001113 1170 Cum
2 2.01 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils BI01010001010000000000000515BI01000011232 3404.29 Cum
3 3.01 Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in \nAll kinds of soil BI01010001010000000000000515BI01000011230 58.08 Cum
4 4.01 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and with all lift BI01010001010000000000000515BI01000011244 27.66 Cum
5 5.01 Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc.(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds & fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost.\nIn rows 7.5 Cms. apart in either direction BI01010001010000000000000515BI01000011245 1560 per Sqm
6 6.01 Providing and laying in position Cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering & shuttering- All work upto plinth level\nM15 grade nominal mix\n 1:2:4(1Cement : 2 Course Sand : 4 Graded Stone aggregate 20 mm nomial size BI01010001010000000000000515BI01000011243 631.15 Cum
7 7.01 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. \nM10 grade Nominal Mix \n1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). BI0101000145855636010000000000000515BI01205094531 106.8 Cum
8 8.01 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. \n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). BI01010001010000000000000515BI02105104650 130.62 Cum
9 9.01 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. \nM20 grade Nominal Mix / Design Mix BI01010001010000000000000515BI01289852527 2596.93 Cum
10 10.01 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix BI01010001010000000000000515BI00389842408 27.82 Cum
11 11.01 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.\nM20 grade Nominal Mix / Design Mix BI01010001010000000000000515BI00510167711 74.32 Cum
12 12.01 Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge . All work upto floor V floor\nM20 grade Design Mix by using min 400 Kg of cement per cum of concrete\nAdd extra for providing richer mixes respectively at all floor levels\nProviding M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. BI01010001010000000000000515BI01410177830 109.84 Cum
13 13.01 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. BI01010001010000000000000515BI01984779347 28368.3 Sqm
14 14.01 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :\nWalls (any thickness) including attached pilasters, buttresses plinth and string course. BI01010001010000000000000515BI01084769228 1329 Sqm
15 15.01 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc. BI01010001010000000000000515BI00184759109 406.4 Sqm
16 16.01 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Arches , domes, vaults etc upto 6 mtr span BI01010001010000000000000515BI00715251010 58.24 Sqm
17 17.01 Add extra for shuttering in circular work (in respective centering and shuttering items) BI01010001010000000000000515BI01615261129 1275 Sqm
18 18.01 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.\nThermo-mechanically Treated bars (Conforming of relevent IS code) BI01010001010000000000000515BI01779696048 187096 Kg
19 19.01 Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks \nCement mortar 1 : 4 (1 cement : 4 coarse sand) BI01010001010000000000000515BI00879685929 13.8 Cum
20 20.01 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : \nCement mortar 1 : 4 (1 cement : 4 coarse sand) BI01010001010000000000000515BI00020324190 62.92 Cum
21 21.01 Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in:\nCement Mortar 1:4 ( 1-Cement : 4-Sand). BI01010001010000000000000515BI00920334309 424.38 Cum
22 22.01 Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10 m height with 20 to 30 mm thick Pink Sand stone (Bansi Paharpur) and backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid separately)\nExposed face Machine cut BI01010001010000000000000515BI01820344428 1200 Sqm
23 23.01 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever required BI01010001010000000000000515BI01574612749 300 Kg
24 24.01 Providing & fixing letters/boarders from reflective tape of approved quality in standard width of MoRTH specifications clause 800.\nProviding & fixing letters (100mm wide) BI01010001010000000000000515BI00674602630 176000 Letter per Cm. Height
25 25.01 Providing & fixing Border (50mm wide) BI01010001010000000000000515BI00225407489 207360 Per Cm. Length
26 26.01 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.\nJhunjhunu / Jalore (Red / Choclate Colour)\nUp to 1500 Cm2 Tiles BI01010001010000000000000515BI01125417608 20 Sqm
27 27.01 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.above 3600 ccm2 slab area, South (Red) BI01010001010000000000000515BI02025427727 120 Sqm
28 28.01 Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work BI01010001010000000000000515BI01369529450 40 mtr
29 29.01 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete BI01010001010000000000000515BI00469519331 40 mtr
30 30.01 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high internsity grade sheeting exclusive of lettering, border & sign fixed over aluminium sheeting, 2mm thick, fixed on mild steel angle iron fa\rame 50mmx50mmx6mm supported on amild steel angle iron post 75mmx75mmx6mm up to the top of sign boardd, lenght of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel alternate ship 30cm wide. fixed to the groudn by means of properly designed foudnation with M-15 grade cement conrete 45cmx45cmx60cm, 60 cm belwo ground level as epr approved drawing & as per MORTH specification CI 801. \nDouble Angle Post\n90 cm x 60 cm BI01010001010000000000000515BI00430490788 256 Each
31 31.01 Double angle post\n120cm x 90cm BI01010001010000000000000515BI01330500907 64 Each
32 32.01 Steel work in built up tubular trusses including cutting, hoisting (height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. \nHot Finished Welded type tubes. BI01010001010000000000000515BI02230511026 62700 kg
33 33.01 Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide BI01010001010000000000000515BI01164446151 300 kg
34 34.01 Providing and fixing Wrought iron and Mild steel welded work (using flats, square bars, tees and channel grills, grating) frames, gates and tree guards of any size and desgin etc. includig cost of screns and welding roads or bolt and nuts, complete, fixed in position but without the cost of excavation and concrete for fixing which will be paid separatly. BI01010001010000000000000515BI00264436032 20 Quintal
35 35.01 Random Rubble dry Kharanja under floor : BI01010001010000000000000515BI00635574087 34.2 Cum
36 36.01 Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. BI01010001010000000000000515BI01535584206 10.92 Cum
37 37.01 Providing and fixing of precast concrete interlocking blocks of M 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead, Lifts and taxes. General specification of blocks:\n1) Shape as defined by Engineer incharge\n2) Tensile splitting strength and braking load as per BS 6717:2001\n3) Color: Grey cement natural colour\n4) Variation in dimension: Less than 1.6mm.\n5) Variation in thickness: Less than 3.2mm\n6) Abrasion: As per BS: 6717:2001 BI01010001010000000000000515BI01859372971 1002 Sqm
38 38.01 Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20 mm thick BI01010001010000000000000515BI00959362852 120 Sqm
39 39.01 Plaster on new surface on wall in cement sand mortar 1:4 including racking of joints etc. complete fine finish :\n25mm Thick BI01010001010000000000000515BI00059352733 4800 Sqm
40 40.01 Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2kg of cement per sqm, top layer 15 mm cement plaster 1:1/2:2 ( 1 cement : 1/2 coarse sand : 2 stone chipping size 10 mm nominal size) in panel with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chipping, complete as per specification and direction of Engineer in charge. (Payment for providing grooves shall be made separately) BI01010001010000000000000515BI00840657386 44 Sqm
41 41.01 Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication.[MoRTH Specification Clause 2205] BI01010001010000000000000515BI01740667505 51 mtr
42 42.01 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding :New work (Two or more coats applied @ 3.84 kg/10 sqm). BI01010001010000000000000515BI01654289672 720.8 Sqm
43 43.01 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \nTwo or more coats on new work BI01010001010000000000000515BI00754279553 20259.8 Sqm
44 44.01 Lettering with black Japan paint of approved brand and manufacture. BI01010001010000000000000515BI00145730566 1.842e+06 Per Letter Per CM Height
45 45.01 P&F of thermoplastic/ PVC cable junction boxes of following sizes including clamps for holding the box, cost of DIN rail for MCB mounting, connectors for cables terminals, threaded cable glands made of polyamide material etc. complete in all respect.\n300mm X 200mm X125mm BI01010001010000000000000515BI01045740685 4 Each
46 46.01 P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with Copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.\n2.5 Sq.mm\n3 core BI01010001010000000000000515BI01945750804 100 mtr
47 47.01 6.0 Sq.mm\n3 core BI01010001010000000000000515BI01449206373 80 mtr
48 48.01 P & F Post top / Bollard suitable for following lamps, made of powder coated cast aluminium housing, moulded acrylic lamp compartment with built in anodized aluminium louvers for lamp shielding and glare control, metallic lid top cover, including the cost of control gear complete in all respect. Bollards are including cost of decorative base pipe/ plate. (without lamp)\n1X70 Watt SON Post Top BI01010001010000000000000515BI00549196254 16 Each
49 49.01 Conical MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Conical shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. (See Table E - 11 for specs.)\n3 Mtr. BI01010001010000000000000515BI00350813865 16 Each
50 50.01 P & F Krone module with base frame in the recess / surface made out of 16 SWG sheet steel box, front openable, having locking arrangements duly powder painted.,including dressing, ferruling and punching of telephone cable with krone tool etc. as required.\n20 Pairs BI01010001010000000000000515BI01250823984 4 Each
51 51.01 S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall, covering conduit and making good the same as required. 20 mm BI01010001010000000000000515BI02150834103 200 R.mtr
52 52.01 P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required.\nSingle pole MCB BI01010001010000000000000515BI0124789514123074 4 Each
53 53.01 P&F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board / sheet including making connections, testing etc. as required.\nTriple pole Isolator\n30 A / 40 A rating BI010635710001010000000000000515BI01244123074 4 Each
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