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Zilla Parishad

South 24 Parganas, West Bengal

  • Opening Date

    03 Sep 2019

  • Closing Date

    19 Sep 2019

  • Tender Amount

    ₹ 10,17,295

  • EMD

    ₹ 20,500

Summary

Construction Of Single Storied Anganwari Center No-167 At Bethubati Arjun Chandra F.p , In Chingripota G.p,under Ma Me.

BOQ Items
ItemQuantityUnitsRateAmount
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page no-14, Item no -1 Single Brick Flat Soling of Picked Jhama Bricks including ramming and dressing bed to proper level and filling joints with local sand.
67.6Sq.m358 24200.8
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Page no -189, Item no -2 Plaster (to wall, floor, ceiling etc.) with composite mortar of sand lime and cement including round off or chamfering corners as directed and raking out joints and roughening of concrete surface including throating, nosing and drip course where necessary (Ground floor).(i) With 1:6 cement mortar (b) 20 mm thick plaster(Internal)
168Sq.m167 28056
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Page no -200 Item no -A(1)(b) (a) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. In ground floor
45.71Sq.m38 1736.98
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Page no -194, Item no-1 White washing including cleaning and smoothening surface thoroughly. (c) Three coats (on new works only).
272Sq.m20.01 5442.72
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Page no -47, Item no -3 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
141.25Sq.m24 3390
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Page-140 ,Item no -4(a) Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vii) 100mm. X 75mm. X 3.50mm.
62each66 4092
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Page no -269, Item no-1 (a)(i) Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptus or other approved timber posts 1.4 m above G.L. and 0.60 m below G. including tying strongly with coirg ropes and boring holes for posts in any soil/ concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade. (Cost of restoration would be paid separately.)a) 75mm. dia bamboo railing & 125mm. dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart (i) Railing with 4 rows.
60mtr.57 3420
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Cost for Hand Tubewell
1Nos67550 67550
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Page no -104, Item no -13(a)(2) a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
1.814Qnt7238 13129.73
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Page-144 ,Item no -26 Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws: ix) 300mm long x 10mm dia. bolt.
22Nos99 2178
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Page no-150 item no-15 125mm long wooden buffer block ii) With Sal : Malayasian
22each52.38 1152.36
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(c) 15 mm thick plaster (External)
102Sq.m145 14790
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Page-140 ,Item no -4(a) Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (a) 40mm X 6mm, 200mm Length
56Each25 1400
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Page no -15 ,8(a) Brick work with 1st class bricks in cement mortar (6:1) (a) In foundation and plinth
17Cu.m5306 90202
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CESS 1%
1Nos.107916.81 10072.24
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Page no -74, Item no-46(i) Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling]
9.23Sq.m471 4347.33
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b) With earth obtained by fresh excavation (including cost of excavation upto 1,800 mm. depth) from land arranged by the Deptt. within a lead of 100 m. Play Ground including ramp.
24Cu.m137.18 3292.32
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Labour for Chipping of concrete surface before taking up Plastering work.
104Sq.m21 2184
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Page no-146 item no-7 Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete (a) With continuous plate base (Hexagonal/ Round rod) (vi) 150 mm grip x 10 mm dia rod.
26each97 2522
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c) Bend 87.5 degree (ii)110 mm. Dia.
2mtr.140 280
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Page no -5, Item no -10(a) Pre-Constructional Anti-termite measures: (a) Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS- 6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.)
32.25Sq.m93 2999.25
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Page no -64, Item no-35(b)(ii) Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.
3Sq.m708 2124
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Sub Total
00 -
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Page no -15, Item no -8(b) In super structure , ground floor
24Cu.m5529 132696
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Page No.-117, Sl No.-84(B)(I) Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made) (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (c) Other Local Wood.
17.58Sq.m1778 31257.24
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Page no -201, Item no-b(iv) On steel or other metal surface : With super gloss (hi-gloss) - iv) Two coats (with any shade except white) -In ground floor
12.96Sq.m79 1023.84
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page -26, item no -10 (1) Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (a) Pakur/ Chandi variety
15.01Cu.m4482 67274.82
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B) UPVC Fittings: d) Shoe ii) 110 mm. Dia.
2mtr.111 222
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page no-34, Item no -22 (I) Cement concrete with graded stone ballast (40 mm size excluding In ground floor (A) [Pakur Variety] b) 1:4:8 proportion
2.42Cu.m4905 11870.1
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14(A) Page-114 ,Item no -1© Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame (d) Sal : Local.
0.48Cu.m77671 37282.08
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Page no -212, Item no-19 (c) Galvanised Iron pipe outlet for water with bevelled end at outlet, supplied fitted and fixed complete including painting two coats to the exposed portion.(c) 40 mm. Dia.
12mtr.289 3468
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Page no -2, Item no - 4(a) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of fine sand.
19.83Cu.m1048.41 20789.97
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Page no- 48, Item no - 6(iii) Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii) 25 mm. thick, In ground floor
55Sq.m269 14795
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Page No.-115, Sl No.-4 Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer’s specification and direction of Engineer-in- Charge. rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the
10mtr.305 3050
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Page no -197, Item no-15(iii) Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.
102Sq.m49 4998
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Page-145 ,Item no -28 (iii) Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. (iii) 300mm x 16mm dia. bolt.
4Nos231 924
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Page -44, item no -40 (a),(i),(I) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary),cutting to requisite length, hooking and bending to correct shape, placing in proper osition and binding with 16 gauge black annealed wire at very intersection, complete as per drawing and direction (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I SAIL/TATA/RINL
1.551MT58249 90344.2
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Page no -213, Item no 21(A)(ii) Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (ii) 110 mm. Dia.
6.6mtr.251 1656.6
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Page no -40, Item no-28(b) Precast pierced concrete jally work as per design and manufacturer's specification including moulding etc. with stone chips and necessary reinforcement shuttering complete including fitting, fixing in position in all floors. (b) 37.5 mm thick panels
4.32Sq.m312 1347.84
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Page no -16, Item no -16 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor
24Sq.m724 17376
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(ii) With 1:4 cement mortar (c) 10 mm thick plaster
104Sq.m129 13416
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page- 42, Item no - 36(a) Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved hickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.In ground floor
132Sq.m335 44220
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Page no -17, Item no -21 a) 75 mm. thick brick work with 1st class bricks set in cement, sand mortar (1:4) in ground floor including H.B. netting in every alternate layers.
10Sq.m497 4970
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Page no 200, Item no -(A)(1)(a) (b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. In ground floor
12.96Sq.m29 375.84
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Page no -1, Item no - 3(a) Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complet. (a) With earth obtained from excavation of foundation.
7Cu.m77.54 542.78
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Page no -2, Item no - 4(a) Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Clause 307 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
121.5Sq.m17.2 2089.8
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Add for Sanitary & Plumbing work
1Nos70874 70874
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Page No.-128, Sl No.-18 Supplying, Fitting & Fixing 30 mm thick thick both side prelaminated Double Leaf Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor.
3.15Sq.m2714 8549.1
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Page no -200 , Item no -2(A)(a)(iv) (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. On timber or plastered surface :With super gloss (hi-gloss(iv) Two coats (with any shade except white)) -In ground floor
45.71Sq.m81 3702.51
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a) 1:3:6 proportion
5.11Cu.m5190 26520.9
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Page no -192, Item no -15 Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. In Ground floor
24Sq.m34 816
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page -1, Item no- 2(a) Earth work in excavation of foundation trenches or drains in all sorts of soil (Including mixed soil but excluding larerite or sandstone) including removing, spreading or stacking the spoils within alead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, deressing and ramming the bottom, bailing out water as required complete. (a) Depth not exceeding 1.50m For column
21Cu.m119.27 2504.67
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GST 12%
1Nos.899306.78 107916.81
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Page no -47, Item no -1 25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
10Sq.m186 1860

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