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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.2 LAccepted-Finance | ₹38.2 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹38.2 L+₹381.82 (0.01%)Rejected-Finance | ₹38.2 L+₹381.82 (0.01%) | L2 | Rejected-Finance Not Lowest Bidder |
| 3 | L3₹39.1 L+₹95,835.65 (2.51%)Rejected-Finance N A | ₹39.1 L+₹95,835.65 (2.51%) | L3 | Rejected-Finance Not Lowest Bidder |
Tender Value
₹38.2 L
EMD Value
₹76,363
Closing Date
21 Aug 2026, 5:00 pmClosed
E.E
4,M.G.Rod, How-1
Improvement of road by cement concrete work at 1) Satasi High School from H/o Bapan Bag to BabluGhatian H/o Krishna Bag to PrasantaSadhuka junction of JaiguruBhandar, 2) Dharsa Govt. Colony SamajKalyan Math RadhamadavJewellers to SabitaAdhikari via B
2026_MAD_1035823_23
WB-HMC/NIT/ED/07/EE-II/26-27
Open Tender
CIVIL WORKS
Percentage
45 days
ward no-47
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,500
₹76,363
Yes
23 Sept 2026
4 Aug 2026
24 Aug 2026
4 Aug 2026
21 Aug 2026
4 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30 [P-277 It- 10.01 of PWD(Rd) w.e.f 30.08.2018] | 1,773.6 | M2 | 12.2 | ₹21,637.92 |
| 2 | (A) Filling in foundation or plinth 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) [P.W.D(Bldg) w.e.f 01.11.17, P-2,It-4(A)] | 266.04 | % M3 | 711.81 | ₹1,89,369.93 |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand [P.W.D(Bldg) 3RD Corrigenda Addenda w.e.f 04.06.18, P-1,It-1] | 1,773.6 | M2 | 357 | ₹6,33,175.2 |
| 4 | 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 [PWD (Bldg) w.e.f 01.11.17, Analysed Rate] | 3.25 | M3 | 5,820.62 | ₹18,917.02 |
| 5 | 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] In ground Floor and foundation (ii) Without approved concrete pump [P.W.D (Bldg) w.e.f 01.11.17, Analysed Rate] | 268.26 | M3 | 6,985.51 | ₹18,73,932.91 |
| 6 | Hir 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 complate in all respect (Only the area in contact with concrete to be measured) [PWD(Bldg) w.e.f 01.11.17, P-43, It-38] | 51.78 | M2 | 94 | ₹4,867.32 |
| 7 | 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. (i) Tor steel/Mild Steel (a) SAIL/TATA/RINL Do" 9th Corrigenda & Addenda, P-1, It-40(a)(I)&(b) | 0.4 | MT | 60,433 | ₹24,173.2 |
| 8 | Brickwork with 1st class bricks in cemenmt mortar (4:1) (i) In foundation and plinth [PWD(Bldg) 3RD Corrigenda Addenda w.e.f 04.06.18,P-1,It-7] | 66.53 | M2 | 5,560 | ₹3,69,906.8 |
| 9 | 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] (A) With 1:4 cement mortar-15mmm thick (a) In Ground floor [P.W.D(Bldg) 3RD Corrigenda Addendaa w.e.f 04.06.18, P-50,it-2] | 349 | M2 | 160 | ₹55,840 |
| 10 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.[Ref : P.W.D.(Bldg) w.e.f 01.11.17, Page- 192, Item No. 15] | 349 | M2 | 34 | ₹11,866 |
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