West Bengal State Marketing Board Tender
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West Bengal State Marketing Board - WBSMB Tender
Civil And Construction
Building Construction
Eprocure
Opening Date14 Jun 2024
Closing Date15 Jul 2024
Tender Amount₹ 3,49,74,276
Costs
EMD
₹ 6,99,486Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Wbsamb / Ceo / 2 / R2 / 99 / R1 / 2024 - 25
Description
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Contact
Tender Id
2024_WBSMB_693041_1Bid Award Id
ViewTender No
WBSAMB / CEO / 2 / R2 / 99 / R1 / 2024 - 25Tender Authority
West Bengal State Marketing Board ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
754.96
333691
442
(II) Cement concrete with 40 mm down graded shingles excluding shuttering. N.B. Variety In ground floor (a) 1:3:6 proportion
76.9
372595
4845
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 thickness 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)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
1584.26
592513
374
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(a) Where staging is required.
56.5
20001
354
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.
ii) Pakur Varity
in Ground Floor
246.15
1811033
7357.5
Reinforcement for reinforced concrete work in all sorts of structures including disrtibution bars, stirrups, binders etc initial straightening and removal of loose russt cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (JSW, JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL)(JSW/JSPL/SHYAM/SRMB//BMASL/ELECROSTEEL/SSL)
in Ground Floor -Using 1.20% steel of total Concrete Vol.
23.41
1364521
58278
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
88.3
564855
6397
(b) In superstructure, ground floor
88.49
585803
6620
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in
ground floor.
437.13
374620
857
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar
(b) 15 mm thick plaster
1750.31
301053
172
(ii) With 1:4 cement mortar
(c) 10 mm. thick plaster
19.6
2665
136
(i) With 1:6 cement mortar
(b) 20 mm. thick plaster
945.76
172128
182
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the
EIC.(a) two Coat
1801.13
82851
46
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.a) Normal Acrylic Emulsion
1801.13
122476
68
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coatii) Solvent based interior grade Acrylic Primer
1078.09
37086
34.4
Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.
Two Coats
1078.09
75465
70
M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
In ground floor.
16
161872
10117
(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.
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
43.2
4443
102.86
(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.
66.88
2006
30
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 :
(b) On steel no other metal surface : With super gloss (hi-gloss) -
(iv) Two coats (with any shade except white)
66.88
5484
82
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).
7.2
1620
225
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
(iii) 35 mm. thick
22.16
7735
349
Neat cement punning about 1.5mm thick in wall,dado,window
sill,floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
182.14
6010
33
Supplying , fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap.
(Payment to be made on area of finished work).
(i) In Roof:-
a) With 0.5 mm thick sheet
240.58
217961
906
Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc. complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way
(a) With 0.71 mm sheet
42.96
16926
394
Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.
(iii) 25 mm dia.
(a) 450 mm long.
120
39720
331
18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0
kg/Sq.m]
149.59
155570
1040
M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.
i) For roof truss works
a) Span up to 12 Mtr
7.5
557130
74284
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages
complete.
In ground floor.
5.04
22140
4393
Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich
core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisfy IS: 4020 door testing performance criteria..
(ii) 66mm x 90mm
30
15600
520
Supplying, Fitting & Fixing 30 mm thick both side prelaminated 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 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 bottom rail 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.
9.45
24088
2549
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:
vii) 225 mm long x 10 mm dia. bolt
14
1190
85
Iron butt hinges of approved quality fitted and fixed with steel
screws, with ISI mark.
(vii) 100mm. X 58mm. X 1.90mm.
21
987
47
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, 250mm Length
14
420
30
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.
(B) Wall
With Sand Cement Mortar (1:3) 15 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.
(a) Area of each tile upto 0.09 Sq.m
(i) Coloured decorative
87.53
74133
847
Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)
(A) For Exposed Work(a) (ii) 15 mm dia.medium quality
75
14400
192
(b) (ii) 20 mm dia.medium quality
50
11300
226
(c) (ii) 25 mm dia.medium quality
50
15250
305
Supplying, fitting and fixing shower of approved brand and make. (a) (iii) Chromium plated shower arm 240 mm long (Equivalent to Code No. 536(A) & Model - Tropical / Sumthing Special of ESSCO or similar
brand).
2
618
309
Supplying, fitting and fixing gunmetal wheel valve of approved brand
and make tested to 21 kg per sq. cm. (for water lines only). (iv) 32 mm
6
6960
1160
Supplying, fitting and fixing bib cock or stop cock.
(b) (i) Chromium plated Stop Cock (Equivalent to Code No. 513(A) &
513(B) & Model - Tropical / Sumthing Special of ESSCO or similar
12
5916
493
Supplying,fitting and fixing steel reducing bush.
(i) 20 mm X 15 mm and below
30
720
24
Supplying P.V.C. water storage tank of approved quality with closed top with lid. (Black) - Multilayer.
(b) 1000 litre capacity
4
20512
5128
Hoisting P.V.C. water storage tank (upto 1500 litre capacity
(a) 1st story from G.L.
4
384
96
Labour for punching hole in plastic water storage tank upto 50 mm dia.
8
152
19
Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including
mending good all damages and painting the brackets with two coats of approved paint.
(ii) 550 mm X 400 mm size
2
4416
2208
Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of
approved make complete in position with necessary bolts, nuts etc.
(a) With 'P' trap
2
2842
1421
Supplying, fitting and fixing porcelain partition wall of approved make of
size 618 mm X 310 mm complete in all respect.
4
4528
1132
Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red
as per I.S. 3438 / 1965 together with brass C.P. hinges.
(ii) 600 mm x 450 mm.
4
1936
484
Supplying, fitting and fixing towel rail with two brackets.
(a) C.P. over brass
(iii) 25 mm dia and 750 long.
6
2850
475
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (ii) Double Socketed 3 Meter Length (b) 110 mm
6
1890
315
(iii) Single Socketed 1.8 Meter Length (b) 110 mm
10.8
3164
293
(vi) Double Socketed 0.9 Meter Length (b) 110 mm metre
2.7
874
324
(vii) Double Socketed 0.60 Meter Length (b) 110 mm metre
1.8
606
337
(B) Supply of UPVC pipes Fittings (i) Coupler (b) 110 mm
4
340
85
(iii) Door Tee (b) 110 mm
4
780
195
xi) Door Bend (T.S.) (b) 110 mm
4
588
147
x) Bend 87.5º (b) 110 mm
4
480
120
x) Bend 45º (b) 110 mm
3
267
89
xvii) W.C. Connector (150 mm long) 125 X 110(W/WC Ring) 75 mm
2
284
142
xv) Vent Cowl (b) 110 mm
2
66
33
xxi) 110 X 110 P Trap 75 mm
4
1124
281
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenchesupto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of
the total pipeline including specials. (A)Above ground (ii) 110 mm dia.
16.8
957
57
Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete.
i) Polythene Flush Pipe
2
310
155
Supplying, fitting and fixing Closet seat of approved make with lid and C.P.
hinges, rubber buffer and brass screws complete.
(a) E.W.C.
(iv) Bestolite (solid type) white
2
1430
715
Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc.
2
2030
1015
Supply ,Fitting & Fixing of PVC Bottle waste tap
i) 32 mm
2
314
157
Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. (iii) 600 mm long
2
214
107
Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. (ii) 450 mm long
8
656
82
Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps.b) for Urinal (iii) 900 mm long
4
300
75
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit,
providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.
ii) With Bazree (N.B Variety) (Other than SAIL/TATA/RINL)
8
63112
7889
Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of pproved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4
: 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removingspoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. (v) For 100 users (B) With bazree (N.B. Variety).
1
123961
123961
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to
63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy
type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections,
excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work
(1:6) and 1.00m inside dia.
2
38250
19125
Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.
(i) 635 mm X 395 mm X 420 mm
4
11476
2869
Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with
jhama chips complete. (Payment of concrete will be paid seperately).
(i) 450 mm X 350 mm
4
3524
881
1 (one) H.P. electric pump for lifting of water from tube well to reserve tank (approved quality) CROMPTOM or USHA made
1
40000
40000
Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m in mixed soil. (iii) In mixed hard soil (i,e hard moorum and soil containing laterite and boulders which do not require blasting)
2182.9
239900
109.9
Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per Technical Specification Clause 302.3.11 for Rural Roads of MORD.
2611.2
76508
29.3
Construction of Granular Sub-Base using approved quality of coarse aggregate and sand including screening aggregates mixing the graded aggregated using rotavator as per mix design……….i/c all complete cost of quality control as per specification all complete. a) Close graded GSB, ii) Grading II
134.7
412314
3060.98
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision)
89.8
492693
5486.56
Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 mm and with minimum cement content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80- 100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical SpecificationcClause 1502 for Rural Roads of MORD, Provided extra widening in curves and bends
557.95
3749185
6719.56
Providing formwork and staging including Hire & Labour charges for same Retaining wall & its components b) For portion of Ht upto 3m
2072.44
443501
214
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.a) upto 3 m depth (iv) Without pumping out water and shoring
1649.6
188054
114
Rubble masonry in cement mortar 6:1 with hard dressed stones from approved quarries and clean washed coarse sand including cost and carriage of all materials to worksite all complete.
819.82
2950514
3599
Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.
47
5452
116
Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC fabric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in- Charge. (The rate is inclusive of cost of reinforcement,concrete, shuttering, nuts & bolts, washer etc.
2
5168
2584
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding imensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint ofapproved make and grade to form 6 nos. horizontal alternate bands in hite/tannery yellow and black to 90 cm length tanding up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 7cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard
Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips
50
37050
741
Construction of granular sub-base by providing
graded material, mixing by mix in place
method with Rotavator at OMC, spreading in
uniform layers with Motor grader on prepared
surface in proper grade and camber,
compacting with vibratory roller to achieve the
desired density, including lighting, guarding,
barricading, including cost of all materials,
machinery, tools and plants including cost of
quality control complete as per Clause 401 of
Specifications for Road & Bridge Works of
MoRT&H (5th Revision).ii) Grading – II
610.5
1868728
3060.98
Construction of dry lean cement concrete Sub- base
over a prepared sub-grade with coarse and fine
aggregate conforming to IS: 383, the size of coarse
aggregate not exceeding 25 mm, aggregate
cement ratio not to exceed 15:1, aggregate
gradation after blending to be as per table 600-1,
cement content not to be less than 150 kg/ cum,
optimum moisture content to be determined during
trial length construction, concrete strength not to be
less than 10 Mpa at 7 days, mixed in a batching
plant, transported to site, laid with a paver with
electronic sensor, compacting with 8-10 tonnes
vibratory roller, finishing and curing. (As per clause
601 of specifications for Road & Bridge Works of
MoRT&H (5th Revision).
610.5
3349544
5486.56
Hand Packed rough dressed boulder wall with boulders from approved quarries including all carriage of all materials to site.
556.05
1136566
2044
Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (i) (1:3:6) proportion
305.25
1008546
3304
Providing weep holes in Brick masonry / Plain /
Reinforced concrete abutment, wing wall / return
wall with 100 mm dia AC pipe, extending through
the full width of the structure with slope of 1V:20H
towards drawing face. Complete as per drawing
and Technical specifications.
181
21177
117
Filling properly the empty sausage crates with
boulders of any size & shape with hand packing after
preparation of bed of placement, placing the crate
in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect
including stitching the rest of the crate with wire
(passage for filling boulders) after filling up the crate
with boulders and launching the crate in position if
necessary and as directed by the Engineer-in
charge.
98.75
294228
2979.53
Earth in filling in foundation trenches and at the
back of abutments with good earth (sandy soil) in
layers not exceeding 15 cm. including watering and
ramming layer by layer complete with earth
obtained by fresh excavation from land arranged
by Department beyond 150 m. but within 300 m.
including all lifts. Earth to be approved by the
Engineer-in-charge.
1331.39
214354
161
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety.
538.15
3703150
6881.3
Sand filling in foundation trenches and at the back
of abutments, wing-walls etc. with good local sand
free from earth in layers not exceeding 15 cm.
including inundating each layer by profuse water
and poking and ramming layer by layer complete
including supply of sand. Quality of sand is to be
approved by the Engineer-in-charge.
96.08
190588
1983.71
Supply of RCC Spun pipe (NP 3) dia 600mm
60
135480
2258
Loading, unloading and Stacking RCC spun pipe dia 600mm
60
15552
259.2
Sand and lime plaster including rounding off or chamfering corners as directed and raking out joints where necessary.(iii) (1:4) with Lime & Sand mortar, (c) 12.5 mm thick plaster
83.68
8786
105
Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm.
and 1.90 metre above GL & 0.75 metre below GL
including digging hole, repacking the same with
cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
1
2669
2669
R.C. Guard post Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length
1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm.minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site
complete in all respect.With Pakur variety stone chips
100
85300
853
Painting (one coat) guard posts with 6nos. of 16cm wide horizontal alternate band in different colours after the scrapping the surface free from old paint etc. as directed with best quality synthetic enamel paint of approved make and brand after fixing old
existing guard post in correct position true to line and level with repacking the ground at base properly and mending good damages if necessary complete in all respect.
100
12000
120
Providing and fixing of retro- reflectorised cautionary,cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade
-
-
-
a) 60cm Equilateral Traingle
3
8760
2920
b) 60cm Circular
1
3859
3859
c) 60cm x 60cm Square
1
4429
4429
Direction and Place Identification Signs upto 0.9 sqm Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick witharea not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..
2
18702
9351
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.(ii) Ordinary kilometer stone (precast)
3
5190
1730
Painting (one coat) K.M. post with best quality
synthetic enamel paint of approved make and
brand of different shades as directed after cleaning and washing the surface including mending good damages as necessary complete in all respect.b) Ordinary K.M. Post
3
201
67
GST @18%
1
5282236
5282236.78
labour welfare cess @ 1%
1
346279
346279.97
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