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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.3 CrAccepted-AOC A 153 HQ CE EC KOLKATA LEKHAPANI POST TINSUKIA DIST ASSAM STATE | ₹11.3 Cr | L-1 | Accepted-AOC L1 BIDDER |
| 2 | L-2₹11.5 CrRejected-Finance SITANI BUILDING DINBAZAR JALPAIGURI 735101 | JALPAIGURI | JALPAIGURI | WEST BENGAL | 735101 | ₹11.5 Cr | L-2 | Rejected-Finance Rejected. Other than L-1. |
| 3 | L-3₹11.8 CrRejected-Finance AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | ₹11.8 Cr | L-3 | Rejected-Finance Rejected. Other than L-1. |
| 4 | L-4₹12.0 CrRejected-Finance 11 JAMES HICKEY SARANI FORMALLY KNOWN AS DACRES LANE 2ND FLOOR KOLKATA 700069 | KOLKATA | KOLKATA | WEST BENGAL | 700069 | ₹12.0 Cr | L-4 | Rejected-Finance Rejected. Other than L-1. |
| 5 | L-5₹12.2 CrRejected-Finance BHAGWATI BHAWAN PO HASIMARA DIST JALPAIGURI PIN 735215 | ALIPURDUAR | WEST BENGAL | 735215 | ₹12.2 Cr | L-5 | Rejected-Finance Rejected. Other than L-1. |
| Sl No | Description | Qty | Unit | NIRMAL SALES CORPORATION L7 | M/s Singh enterprises L1 | M.P. SITANI AND SONS L2 | Pioneer Foundation Engineers Pvt Ltd L3 | NARSINGH DEVELOPERS LLP L6 | D R STEEL CONSTRUCTION COMPANY PRIVATE LIMITED L4 | MAA BHAGWATI ASSOCIATES L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Carrying out Lab Test / Field Test as described here-in-below in brief for Soil Investigation work by providing requisite equipment and manpower complete all as specified and directed by the GE / Engineer-in-Charge:-
(i) Mobilization of necessary eqpt and man power to the project site and dismantling and removal of the same on completion of Field work from the site.
(ii) Shifting of necessary eqpt and man power from one site to another site for carrying out erection incl dismantling of boring eqpt at specified location – 37 Nos (approx.)
(iii) Provision of Bore holes 150mm dia in any type of soil up to max 10 mtr or up to refusal (N=100) whichever meet first including collection of undisturbed samples from standard penetration test at 1 m, 1.5 m, 2 m interval thereafter or on change of strata – 50RM (approx.)
(iv) Conducting following lab test and bore selected soil sample and relevant moisture content, bulk and dry density sleeves and hydrometer analysis liquid and plastic limit, specific gravity, unconfined compression or direct shear test for each bore hole – 17 Nos. (approx.)
(a) Direct/ Triaxial Shear Test.
(b) Grain distribution curves & pattern in bore holes.
(c) Type of soil, C-value.
(d) Bulk density.
(e) Natural moisture content.
(f) Dry Density.
(g) Water Table.
(h) Specific gravity.
(j) Atterberg limits.
(k) Hydrometer analysis.
(l) Liquid & Plastic limit.
(m) Swelling Index.
(n) Consolidation test
(o) Field Test
(p) Chemical property of soil
(q) Settlement analysis to determination of bearing capacity of soil to foundation level including.
(r) Liquefaction analysis.
. | 1 | Each Job | 23,50,000 ₹23.5 L | 16,15,200 ₹16.2 L | 26,40,000 ₹26.4 L | 30,00,000 ₹30 L | 14,21,850 ₹14.2 L | 18,77,500 ₹18.8 L | 28,25,000 ₹28.3 L |
| 1.01(v) Completion of laboratory test, collection of data and preparation of draft report with software, final copy printing and submission of report 6 (five) booklet suggesting the type of foundation different depth of Bearing capacity minimum depth of foundation also to be recommended as per relevant IS code for each bore hole duly vetted by IIT/NITs, liaison and interaction with Nodal Officer and respective sections of HQ Chief Engineer Siliguri Zone for approval – 37 Nos. (approx.) (vi) Following parameters will also form part of the subsurface investigation report to be submitted by the contractor and the same are within the scope of work:- (a) RL of the Ground level/Foundation level with ref to a BM should invariably be mentioned in the soil investigation report. (b) Recommended SBC should be given for:- (i) All the bore Holes. (ii) Minimum at three depth viz. 1.5m, 2.0m, 2.5m. (iii) SBC should be worked out for square/ rectangular/ annular/ strip/ raft footing of appropriate size as brought out in the preliminary structural design document. (c) Photographic record of geo-exploration as well as testing shall also form part of the report. (d) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose/ uncompacted sandy soil. (e) Swelling index and swelling pressure in respect of black Cotton soil and its depth/layer. (if any) (f) Depth of Gr. Water Table (GWT) in peak monsoon (lowest) and peak summer (highest) after correlation of result with seasonal of water table in the station. (g) Recommendations for filling under floors. (h) Area Plan showing the bore hole location duly marked NOTE: Scope given above is approximate / tentative and not exhaustive. Actual requirement shall be worked out on the basis of actual requirement which may require to carry out more type of test and / or more number of test if technical requirement is not fulfilled / achieved without any additional cost. The work shall be executed accordingly | ||||||||||
| 2.00 | Preparation & Submission of Site Plan, Conceptual Plan and Architectural Plan with details, Walk through and approval of conceptual plan and Architectural Plan with details from HQ CE Siliguri Zone, developing and submission of design and drawing of complete work duly vetted by IIT/NITs, liaison and interaction with Nodal Officer and respective sections of HQ Chief Engineer Siliguri Zone for approval of design & drawing, submission of approved design and drawing of adequate Nos. in soft and hard copy, preparation and submission of BOQ and walk through, liaison and interaction with Nodal Officer and respective sections of HQ Chief Engineer Siliguri Zone for approval and submission of approved schedule in soft and hard copy and etc as per latest IS codes and latest software complete.37 Nos Location
NOTE: for item No. 1 & 2 above
(a) Contractor shall engage the consultant for carrying out the , Soil investigation and structural design as mentioned above. The consultant should be approved in MES in desired category by competent authority and name of the consultant required to be approved by Accepting Officer before the commencement of job. | 1 | Each Job | 13,96,000 ₹14.0 L | 2,03,150 ₹2.0 L | 4,55,000 ₹4.5 L | 7,50,000 ₹7.5 L | 3,55,000 ₹3.5 L | 2,80,000 ₹2.8 L | 4,90,000 ₹4.9 L |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any kind of soil ,complete all as specified and directed
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/-per hour will be charged to contractor. In this GE decision will be final. | 337 | CUM | 525 ₹1.8 L | 421 ₹1.4 L | 400 ₹1.3 L | 550 ₹1.9 L | 581 ₹2.0 L | 423 ₹1.4 L | 370 ₹1.2 L |
| 4.00 | Surface excavation n.exc 30 cm deep and averaging 27cm deep and getting out in any kind of soil complete all as specified and directed. | 577.5 | SQM | 170 ₹98,175 | 78 ₹45,045 | 200 ₹1.2 L | 450 ₹2.6 L | 165 ₹95,287.50 | 119 ₹68,722.50 | 129 ₹74,497.50 |
| 5.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any kind of soil ,complete all as specified and directed
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/-per hour will be charged to contractor. In this GE decision will be final. | 9 | CUM | 470 ₹4,230 | 650 ₹5,850 | 500 ₹4,500 | 800 ₹7,200 | 899 ₹8,091 | 699 ₹6,291 | 815 ₹7,335 |
| 6.00 | Excavation over area n.exc 1.5m deep and getting out in hard & dense soil complete all as specified and directed.
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/-per hour will be charged to contractor. In this GE decision will be final. | 3,550 | CUM | 700 ₹24.9 L | 440 ₹15.6 L | 800 ₹28.4 L | 700 ₹24.9 L | 788 ₹28.0 L | 539 ₹19.1 L | 500 ₹17.8 L |
| 7.00 | M&L for Excavation over area exc 1.5m and n.exc 3m deep and getting out in hard & dense soil complete all as specified and directed.
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/-per hour will be charged to contractor. In this GE decision will be final. . | 12.8 | CUM | 770 ₹9,856 | 565 ₹7,232 | 650 ₹8,320 | 700 ₹8,960 | 725 ₹9,280 | 609 ₹7,795.20 | 500 ₹6,400 |
| 8.00 | M&L for Rough Excavation exc 1.5m and n.exc 6.m in height and getting out in soft/loose soil ,for excavation of slope hill to form made up ground level complete all as specified and directed. | 128 | CUM | 650 ₹83,200 | 350 ₹44,800 | 880 ₹1.1 L | 700 ₹89,600 | 715 ₹91,520 | 838 ₹1.1 L | 658 ₹84,224 |
| 9.00 | M&L for Rough Excavation exc 1.5m and n.exc 6.m in height and getting out in hard /dense soil for excavation of slope hill to form made up ground level complete all as specified and directed. | 192 | CUM | 920 ₹1.8 L | 520 ₹99,840 | 850 ₹1.6 L | 700 ₹1.3 L | 735 ₹1.4 L | 879 ₹1.7 L | 1,060 ₹2.0 L |
Updated dates
Tender Value
₹12.5 Cr
EMD Value
₹9.5 L
Closing Date
27 Nov 2025, 6:00 pmClosed
CE SILIGURI ZONE
HQ CE SILIGURI ZONE, MES, SEVOKE ROAD, PO SALUGARA, DIST JALPAIGURI, PIN 734 008 (WB)
CONSTRUCTION OF RETAINING WALL NEAR BUILDING No. P-02, T-452, T-85, P-211, K-4 AND OTHER LOCS AT KALIMPONG MIL STATION UNDER GE 867 EWS
2025_MES_737781_1
98824/KPG/SZ/E8
Open Tender
Civil Works
360 days
KALIMPONG
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
GE 867 EWS
₹9.5 L
Yes
10 Feb 2026
30 Oct 2025
4 Dec 2025
30 Oct 2025
27 Nov 2025
13 Nov 2025
30 Oct 2025 - 5 Nov 2025
Surface excavation n.exc 30 cm deep and averaging 27cm deep and getting out in any kind of soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any kind of soil ,complete all as specified and directed Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/-per hour will be charged to contractor. In this GE decision will be final.
M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed.
M&L for cement concrete M10 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate as in surface channels and drains complete all as specified & as directed.
S&F for Mild steel TMT bars 10mm dia and over, conforming to Fe 500 D, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
M & L for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.
Use and waste of formwork to faces of walls, retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc vertical or to batter finished the surface fair complete all as specified and directed.
Use & waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed.
Material and labour for plastering 15 mm thick (in two coats of 10 mm and 5 mm thick) on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and fair complete all as specified and as directed.
Materials and Labour for plain cement concrete (1:2:4) type B1 using 20 mm graded aggregate in lintels up to 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including necessary from work complete all as specified and directed.
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