Howrah Improvement Trust Tender
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Howrah Improvement Trust - HIT Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Mar 2022
Closing Date5 Apr 2022
Tender Amount₹ 84,23,488 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 2,36,900Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HIT_371725_4Bid Award Id
ViewTender No
HIT/CE/04/2021-22Tender Authority
Howrah Improvement Trust ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.(a) For average depth up to 40 mm by manual means: (i) Stone-metal surface.
2100
-
12.9
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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1,500 mm.
68
-
11927
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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) (a) With earth obtained from excavation of foundation.
173
-
7754
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Filling in foundation or plinth etc. 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 sand. (payment to be made on measurement of finished quantity)
55
-
71181
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
115
-
357
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Reinforcement for reinforcement concrete work in all sorts of structures including distribution bars, stirrups, binders, etc. including supply of rods, initial straightening and removal of loose rust (if necessary) cutting to requisite length, hooking and bending to correct shape, placing in proper position and bending with 16 guage black annealed wire at every intersection, complete as per drawing and direction. Tor steel / Mild steel.
( SAIL/ TATA/ RINL )
(a) In foundation, basement and upto roof of ground floor/upto 4 m.
7.3
-
60433
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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 shuttering without staging in foundation
483
-
209
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Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect. (only the area in contact with concrete to be measured)
185
-
94
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, as per relevant IS codes.
In ground floor and foundation. a) Pakur Variety (i)In Ground Floor and Foundation
12
-
5239.46
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Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]
M 25 Grade (i) Pakur Variety
40
-
6284.24
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Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. cement to be supplied by the Manufacturer/ supplier]
865
-
6958.24
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Brickwork with 1st. class bricks in cement mortar (1:4) (a) In foundation and plinth and drain
110
-
5560
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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. (Excluding cost of chipping over concrete surface.)
(A) With 1:4 cement mortar
(i) 20 mm. thick plaster
(b) In Ground floor.
1050
-
185
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Neat cement punning about 1.5mm thick in wall, dado, window sills,floor, drain etc.
1050
-
34
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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).
(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
210
-
2568.62
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Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
700
-
2322.75
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Labour for withdrawing / Lifting precast cover slab over existing drain and keep properly at site and refixing the same when necessary as per instruction of Engineer -in-charge
900
-
149.97
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Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc.etc.from road side masonary drain/ hume pipe drain/ culvert etc. by mathor labour after removing concrete.Slab/manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc.etc.by using iron ans,buckets including all labour, tools & plants including removing the spoils in dry condition and disposing the same by truck beyond the road side in conformity with municipal/corporation rules for such disposal including loading into truck and cleaning the road side in all respects as per direction of the Engineerin- Charge. (Payment will be made on the basis of actual stack measurment of spoils in
dry condition at roadside)
110
-
289
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Application of Hardener (SIKA, CHAPDUR etc.) @ 0.45 Kg/M2 on compacted green concrete surface and all complete as per direction of Engineer-In-Charge.
6950
-
6.35
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Providing construction joint of concrete road by cutting grooves of width 15mm & depth upto 50mm. all complete as per direction of Engineer-In-Charge.
1420
-
82.6
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Providing and filling joint sealing compound as per drawing and technical specifications with coarse sand and 6% bitumen by weight.
1420
-
22.44
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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per
direction of Engineer in charge
130
-
166
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Supplying, fitting and fixing on wall a white marble plaque of size 900mm x 750mm x 18mm with engraved letters.
1
-
7740.38
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G.S.T @12% for the items from Sl no. 1 to 26
1
-
1256440.9
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Labour welfare cess @1% from Sl no. 1 to 27
1
-
117267.82
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