Loading…
Loading…
Tender ID
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₹10.2 LAccepted-AOC | L1 | Accepted-AOC 1st lowest rate | |
| 2 | L2₹10.2 L+₹404 (0.04%)Rejected-Finance | L2 | Rejected-Finance 2nd lowest rate | |
| 3 | L3₹10.2 L+₹504.57 (0.05%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest rate |
| Sl No | Description | Qty | Unit | BIKASH KAR L2 | MAA MANASHA ENGINEERS L1 | Mandal Brothers L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 41.99 | Cum. | 142.1 ₹5,967.06 | 142.04 ₹5,964.54 Lowest | 142.12 ₹5,967.9 |
| 2.00 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 71.06 | Sq.Mtr. | 386.06 ₹27,434.58 | 385.91 ₹27,423.92 Lowest | 386.1 ₹27,437.42 |
| 3.00 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion | 7.5 | Cum. | 6,483.44 ₹48,606.35 | 6,480.85 ₹48,586.93 Lowest | 6,484.09 ₹48,611.22 |
| 4.00 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth | 20.36 | Cum. | 5,861.9 ₹1,19,348.28 | 5,859.55 ₹1,19,300.44 Lowest | 5,862.48 ₹1,19,360.09 |
| 5.00 | 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. | 26.19 | Cum. | 92.38 ₹2,419.62 | 92.34 ₹2,418.57 Lowest | 92.39 ₹2,419.88 |
| 6.00 | Filling in foundation or plinth 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 measurement of finished quantity) | 51.42 | Cum. | 580.77 ₹29,864.36 | 580.54 ₹29,852.53 Lowest | 580.83 ₹29,867.44 |
| 7.00 | 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 | 30.55 | Cum. | 7,053.63 ₹2,15,495.45 | 7,050.81 ₹2,15,409.3 Lowest | 7,054.33 ₹2,15,516.84 |
| 8.00 | 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
I. SAIL/TATA /RINL | 3.86 | MT | 71,933.3 ₹2,77,527.74 | 71,904.52 ₹2,77,416.7 Lowest | 71,940.5 ₹2,77,555.51 |
| 9.00 | 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 asper decision & direction of Engineer-In-Charge. | 162.78 | Sq.Mtr. | 390.83 ₹63,620.48 | 390.68 ₹63,596.06 Lowest | 390.87 ₹63,626.99 |
| 10.00 | (f) 25 mm to 30 mm shuttering without staging in foundation | 56.14 | Sq.Mtr. | 244.26 ₹13,711.78 | 244.16 ₹13,706.17 Lowest | 244.29 ₹13,713.46 |
Tender Value
Refer Docs
EMD Value
₹20,337
Closing Date
29 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Addl. District Magistrate_Dev, Uttar Dinajpur
Office of the District Magistrate, Uttar Dinajpur, Karnajora, Raiganj
27/Dev_Planning
2025_DMUD_890925_1
27/Dev_Planning
Open Tender
CIVIL WORKS
Item Rate
180 days
Raiganj
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹20,337
28 Dec 2025
13 Aug 2025
2 Sept 2025
13 Aug 2025
29 Aug 2025
13 Aug 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
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
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.
Filling in foundation or plinth 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 measurement of finished quantity)
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. (a) For works in foundation, basement 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 asper decision & direction of Engineer-In-Charge.
(f) 25 mm to 30 mm shuttering without staging in foundation
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 (c) 10 mm thick plaster
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 (b) 15 mm thick plaster
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) (b) Two Coats ii) Solvent based interior grade Acrylic Primer
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
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
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in In Ground floor including roof
Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr] e) I (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. (A) Deep Colour & White
BIKASH KAR (BID ID -6873551)
Mandal Brothers (BID ID -6865631)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .