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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-Finance | ₹16.6 L | L1 | Accepted-Finance Quoted lowest rate |
| 2 | L2₹16.6 LRejected-Finance 34 2 HALDAR PARA LANE HOWRAH 711 101 | HOWRAH | HOWRAH | WEST BENGAL | 711101 | ₹16.6 L | L2 | Rejected-Finance Quoted higher rate |
| 3 | L3₹16.8 LRejected-Finance | ₹16.8 L | L3 | Rejected-Finance Quoted higher rate |
| 4 | Rejected-Technical | - | - | Rejected-Technical Failed to upload shortfall documents. |
Tender Value
₹16.6 L
EMD Value
₹33,279
Closing Date
7 Apr 2026, 4:00 pmClosed
Executve Engineer, PWD, Howrah Const. Div.
2, M.G. Road, Howrah -711101
Urgent repair and maintenance work of a portion of existing Boundary wall at Govt. ITI Howrah Homes.
2026_WBPWD_1022526_2
WBPWD/EE/HCD/eNIT-16/2025-26
Open Tender
CIVIL WORKS
120 days
Howrah
Please refer Tender documents.
6 documents required · 6 mandatory
₹33,279
20 May 2026
13 Mar 2026
9 Apr 2026
18 Mar 2026
7 Apr 2026
18 Mar 2026
Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. In Gr floor
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
a) In ground floor including roof.,
Bailing or pumping out water from foundation trenches.
This item should be executed on the specific direction of the Engineer-in-charges when he is satisfied in his absolute discretion, that this has not been necessitated due to any fault on the part of the contractor
(Payment, if permitted, will be made on the quantity of water calculated on the basis of initial and final water calculated on the basis of initial and final water level measured before starting and completion of each days work which necessitates a bailing / pumping of water from the trench. The final level of water to be measured, will depend on the level at which the day's work will be taken up. The rate includes any seepage water that may percolate in the trench during pumping)
Ground Floor
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specifications Clause 201 for Rural Roads of MORD
A) Lead upto 1000 m
i) Girth above 300 mm to 600 mm
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared)
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.Earth
(a) Depth of excavation not exceeding 1,500 mm.
Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and onsolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work)
(a) With earth obtained by fresh excavation upto 1800 mm. depth (including the cost of excavation from land arranged by the Deptt. within a lead of 100 m.)
(i) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth.
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
(a) In ground floor including roof
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Filling in foundation or plinth by fine 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 easurement of finished quantity)
By fine sand
(a) Depth of excavation not exceeding 1,500 mm.
ICement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor [Pakur Variety]
(a) 1:3:6 proportion
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and nforcement,if any, in gound floor as per relevant IS codes
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.
(i) Pakur Variety
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. Page
(a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL
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.
(b) 25 mm to 30 mm shuttering without staging in foundation
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
(b) In superstructure, ground floor
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] gr floor
(i) With 1:6 cement mortar
(a) 15 mm thick plaster
(b) 20 mm thick plaster
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m.
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.
In Ground Floor:
(a) Two Coats
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.
In Ground floor (Two Coat)
a) Premium 100% Acrylic Emulsion
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
I) For structural members of specified sections weighing less than 22.5 Kg./m
Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.)
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
Labour for Chipping of concrete surface before taking up Plastering work.
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
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 : 1st floor
(a) On steel or other metal surface : With super gloss (hi-gloss) -
(i) Two coats (with any shade except white)
Add GST @ 18% on Item Serial No.1 to 27
Add CESS @ 1% on Serial No. 1 to 27
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