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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC 75 15 SWARNAMOYEE ROAD P O BERHAMPORE DIST MURSHIDABAD PIN 742101 | BERHAMPORE | MURSHIDABAD | WEST BENGAL | 742101 | L1 | Accepted-AOC 1st lowest rate | |
| 2 | L2₹5.0 L+₹350.31 (0.07%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest rate | |
| 3 | L3₹5.0 L+₹500.78 (0.10%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest rate |
Tender Value
Refer Docs
EMD Value
₹9,998
Closing Date
31 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Add. District Magistrate (Dev), Uttar Dinajpur
Office of the District Magistrate, Uttar Dinajpur
25/Dev_Planning
2025_DMUD_882050_1
25/Dev_Planning
Open Tender
CIVIL AND ELECTRICAL WORKS
Item Rate
120 days
Hemtabad
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹9,998
23 Sept 2025
23 Jul 2025
4 Aug 2025
23 Jul 2025
31 Jul 2025
23 Jul 2025
Amount
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.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion
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.
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
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
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.
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) (f) 25 mm to 30 mm shuttering without staging in foundation
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 and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/TATA /RINL
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.
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) (c) (i) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth.
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] (i) With 1:4 cement mortar (c) 15 mm thick plaster
iPlaster (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] i) With 1:4 cement mortar (b) 10 mm thick plaster
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
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. In Ground floor: (iii) Two coats.
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) 35 mm. thick
(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
(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 : b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
Asbestos corrugated (Trafford or similar approved quality) sheet (6 mm thick) work (excluding the supporting framework) fitted and fixed with 9.5mm. dia. J or L hook-bolt and nuts, limpet and bitumen washers and putty with 150 mm end lap & one corrugation minimum side lap complete. (Payment should be made on area of finished work) (a) In Roof
Asbestos ridging (with standard lap) fitted and fixed with necessary hook, bolts, nuts, washers, etc. complete. (a) Close fitting adjustable type
M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) 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: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, 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. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.
M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc. (length of straight not less than 230 mm)
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. (i) 16 mm dia bolt (b) 300 mm long
Supply and Fixing 50W Semi Integrated Outdoor Solar Street Light 50W Led Light with casted body 165wp solar Pv Panel 12.8V 48ah Lfp Semi Integrated LiFePO4 SSL System, Semi Integrated Lens Model LiFePO4 SSL,Waterproof Solar Lighting System, Semi Integrated Lens Model SSL LiFePO4 Motion-Activated Semi Integrated SSL,Semi Integrated Glass Model Lithium Ion SSL,H igh Wattage Semi Integrated SSL, Built-in Motion Detector Semi Integrated SSL, MNRE Approved Dual Solar Street Light, MNRE Approved Dual Semi Integrated SSL, Durable Solar Street Light Durable SSL, Durable Semi Integrated Solar Street Light Hybrid Solar Street Light, Hybrid Solar LED Street Light Solar String lights, Semi Integrated Outdoor Solar Street Light, Low-Maintenance Solar-Powered lighting Systems For Walkways,Premium Semi Integrated SSL, Dual Luminary Solar Street Light, Dual Luminary Semi Integrated Solar Street Light,Glass Semi Integrated Solar Street Light,Semi Integrated Glass Model Lithium Ion SSL, High Wattage Solar Street Light Model Name/Number ETSSL-INT-50-PRM-A IP Rating IP66 Lighting Color WHITE Material Aluminum with ISO certified .
Supply and installation etc. 6 Mtrs Octagonal Pole with Foundation Access and 1m 2Arm Bracket with bottom dia. mm 130mm top dia 70mm, thickness 3 mm, (grade of steel 53555) single sharp welding with base plate (Dim.: 220 mm x 12mm ) with 1 mtr 2 arm bracket with ring with foundation bolt 20mm /600 mm (4 no.) (Make Subham/UTKARSH/ BP Project/ BAJAJ) WITH TEST CERTIFICATE
Foundation works with SBF of 1000X1000 and PCC of 100 mm thick of 1000X1000 and thereafter RCC of base of 1000x 1000x 125 of 12 mm bars @150 c/c both way 600X600X700 with 12 mm verticl bars of 150 mm C/C with 8 mm Horizontal binders of150 mm C/C all complete in cluding cutting of foudation and filling the same after completion of foundation works
ROHITASYA MAJUMDER (BID ID -6786978)
SHIV SHAKTI ENGINEERING WORKS (BID ID -6787029)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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