Howrah Improvement Trust Tender
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Howrah Improvement Trust - HIT Tender
Eprocure
Opening Date28 Apr 2018
Closing Date12 May 2018
Tender Amount₹ 1,68,91,574
Costs
EMD
₹ 3,37,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Up gradation and development of proposed Bituminous road with allied works including Sewer line and water mains
Description
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Contact
Tender Id
2018_HIT_170876_1Bid Award Id
ViewTender No
HIT/CE/1A/2018-19Tender Authority
Howrah Improvement Trust ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
2020
-
374
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Ordinary Cement Concrete (Mix – 1:1.5:3) M-20 with graded stone chip (20 mm. down) excluding shuttering and reinforcement, if any in ground floor as per relrvent IS codes.
Pakur Variety
21
-
6666.19
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Ordinary cement concrete M-15 (Mix 4:2:1) with graded stone chips (20 mm down) Pakur Variety excluding shuttering and reinforcement, if any, as per relevent I.S.codes .
a) in Ground Floor
86
-
6039.46
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Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor).
(a) 25mm. to 30mm. shuttering without staging in foundation etc
220
-
225
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(b) 25 mm to 30mm Thick wooden shuttering as per decision and direction of Engineer-in -charge
30
-
359
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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 position and binding with 16 gauge black annealed wire at every 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
II. Other than SAIL/TATA/ RINL
2.3
-
62487
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Brick work with 1st class bricks in cement mortar (4:1)
(a) In foundation and plinth
95
-
5970
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Plaster with sand and cement mortar including rounding off corners or chamfering corners as directed and including raking out joints or roughening of concrete surface, curing with cost and carriage of all materials.
With 4 : 1 cement mortar.
a) 20 mm thick plaster
560
-
199
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b) 15 mm thick plaster
170
-
171
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c) 10 mm thick plaster
50
-
136
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Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.
560
-
38
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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 35mm thick
9
-
357
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Supply of R.C.C pipe at site.
(A) 600 dia NP-3 spigot.
220
-
2370
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(b) Supplying R.C. Hume pipes class NP2 with collars delivered and stacked at site including loading , unloading and carriage etc. complete as per instruction of E - in - C. 300 mm dia pipe
28
-
560
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Loading, unloading and stacking by Manual Means. Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard etc. as directed including carriage by head load up to a lead of 50.00 m at each of the two points. R.C.C. pipes and unreinforced Cement pipes 600 mm dia
220
-
2592
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD 600 mm dia
220
-
402
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Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame. As per I.S- 12592(M.D) (A) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 700 mm X 100 mm Frame: 910 mm X 185 mm opening: 560mm Weight: 245 kg (approx)
7
-
4744
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B)12 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 550 mm X 75 mm Frame: 650mm X 135 mm opening: 475mm Weight: 100 kg (approx)
14
-
3450
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Carriage of RCC pipes over pucca road upto 600 mm diameter. Any distance up to 5.00 km.
Upto 70 km.
220
-
293
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and
satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. a) Depth up to 150 mm.
755
-
14.4
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(b) For each additional Depth of 150mm and part thereof.
596.72
-
19
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Supplying Sal-bullah piles at work site, including dressing and making one end pointed. 150mm diameter.
13200
-
263
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Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
150mm diameter.
8010
-
105
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Coal tarring on wooden surfaces including cost of materials. Double coat.
4000
-
36
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Labour for fitting and fixing with iron nail half split sal bullah walling pieces and cross -pieces with thicker end above 15 cm. with cost of all materials and carriage to site etc. complete.
2400
-
22.6
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Empty poly bags of minimum 50 kg cement capacity 2nd hand in good condition.
16000
-
330
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Filling polythene bags with all kinds of earth (wet or dry ) or sand including sewing, as done in case of cement bags (tying with a knot after filling will not be accepted ) and placing in position as per direction withen an initial lead of 150 metre including cost of exavation of earth.
16000
-
350
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Hire and labour charges for 75 mm dia bamboo railing on 125mm dia Jhau/Eucalyptus or other approved timber 1.4 m above G.L. and 0.60 m below G. including tying strongly with coir ropes and boring holes for posts in any soil /black top/concrete surface, packing the sides etc including cost of carriage of all materials and labour complete and maintaining barricading for a period beyond 5(five) days after the reported & recorded time of completion of the entire work to the satisfaction of Engineer-in-charge,including 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.] 75mm. dia bamboo railing & 125mm. dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart. Railing with 4 rows.
52
-
102
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Durma mat works strengthened with split bamboo placed both ways (225 mm. apart) both sides and tied together fitted and fixed complete (but excluding the cost of supporting framework) : (i) Single durma mat works (a) In walls
360
-
66
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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 complete. (Payment to be made on the basis of measurement of finished quantity of work)
With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth.
4205
-
49671
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Filling in foundation or plinth by silver sand in layer not exceeding 150 mm as directed and consolidating the same by thorough saturation with water , ramming complete including the cost of supply of sand.
4680
-
74726
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Dewatering by Pump including all lifts and making all arrangements for disposal, where continuos flow or seepage of water is encountered and rating of pumps and hours of operations is ascertained as per direction of Engineer - in - Charge.
1200
-
18.51
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Removing semi liquid mud or slushy earth by iron pans, bucket etc.
1560
-
2684
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Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by consolidating
Jhama metal (63 mm to 45 mm) with moorum screening :
265
-
2836.54
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per
Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) Manual Means
144
-
2695.02
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Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) .
1600
-
40.52
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Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conformingto IS: 8887-1978 on the prepared surface cleanedwith Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)
1600
-
13.01
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Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired - compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading 1 (40 mm nominal size, 80-100 mm thick.) Using Batch Type HMP of minimum capacity 100-120 TPH.
80
-
6183.42
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Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD
1600
-
118.5
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Providing and laying Premixed Seal Coat (Type B)
with approved quality sand/grit @ 0.6 m3/ 100 m2
and bitumen binder on thoroughly cleaned black
top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Manual Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
1600
-
41.35
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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) For Exposed Work 100 mm dia. heavy quality
368
-
1402
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Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). 100 mm dia
2
-
12398
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Supplying & laying interlocking designer paver block of any shade and of approved quality as per IS: 1237-1980 laid in pattern as directed in pavement, footpath, driveway, etc including filling voids with fine sand and compaction usuing surface vibrator and necessary underlay complete with 50 mm medium sand bed (compacted) in all respect with all labour and material as per direction of Engineer-in Charge.
Paver block of sizes 225X112.5X80 mm. thick.
(Paver to be rubber moulded of natural grey or other approved colour of approved shape as per direction of Engineer-in Charge.(Grade of concrete - M-40.)
440
-
1177.89
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Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in-Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.
360
-
639
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