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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC 0 PANANDHRO PANANDHRO LAKHAPAT PANANDHRO KACHCHH GUJARAT 370627 UDYAM GJ 13 0010841 | KACHCHH | GUJARAT | 370627 | ₹2.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.9 LRejected-Finance 17 BIPIN GANGULY ROAD KOL 30 | ₹2.9 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.9 LRejected-Finance PASCHIM KATHALBARI SHILBARIHAT ALIPURDUAR | ₹2.9 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Allowed |
Tender Value
₹3.0 L
EMD Value
₹6,100
Closing Date
6 Mar 2026, 9:00 amClosed
Executive Engineer AI Jalpaiguri Agri Irrigation D
Executive Engineer AI Jalpaiguri Agri Irrigation Division Rajbaripara Jalpaiguri
7/2nd Call/2025-26/NP/JAL(AI) DIV/Group-1 Construction of OFFICE VEHICLE SHED WITH ALLIED WORKS IN FRONT OF OFFICE BUNGALOW AT WRIDD ADMINISTRATIVE OFFICE BUILDING CAMPUS SHIBMANDIR SILIGURI under the office of the Executive Engineer A I Jalpa
2026_WRDD_1014909_1
7/2nd Call/2025-26/NP/JAL(AI) DIV/Group-1 to 2
Open Tender
CIVIL WORKS
180 days
SILIGURI SMP AREA
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,100
20 Mar 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of keystones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouringoxide if required to match the colour of tiles includingroughening of concrete surface, if necessary or by syntheticadhesive & grout materials etc.B) WALL With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative
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
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,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 relevent IS codes. (ii) River Bazree
Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) (When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 16 (c) for every 4 m. or part thereof.) (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.
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 inter-section, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel/Mild steel
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 1:4cement mortar. (b) 15 mm thick plaster.
Neat cement punning about 1.5 mm. thick in wall dado,floor, drain, door and window sill etc. complete.
125 mm. thick brickwork with 1st class brick in cement mortar (1 : 4) in ground floor.
(b) 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 coat(with any shade except white)
M.S. structural works in roof trusses with hollow section (square and Rectangular section) conforming to IS: 806-1957 & IS: 1161- 1958 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, 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 reqired 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 tubular memebrs 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 height 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. i) For trusses spanning up to 12.00 m
Fixing post of iron or precast concrete by digging hole in the ground (in all sorts of soil) and embedding the same by packing the hole with cement concrete (1:3:6) (with jhamakhoa. For Purulia, Bankura and Darjeeling Hillby Pakur Variety, Local Black Hard Stone & Bazree respectively) and finishing the top surface to regular shape (asdirected ) with 15 cm cement plaster (1:6) complete, including the cost of concrete, plaster etc.but excluding the cost of the post : (i) Average dia. of the hole 200 mm. to 300 mm. ( (d) Depth exceeding 675 mm. but not exceeding 750 mm. (Cement-12.1 KG/no)
Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised "C" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc.(The rate is exclusive of the cost of posts) (I) 50 mm. x 50 mm. x 8 g
Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish with in a lead of 75m as directed
Artificial stone in floor, dedo, staircase etc. with cement concrete(4:2:1) with stone chips, laid in panels as directed with topping made with ordinary or white cement(as necessary) and marble dust in proportion(2:1) including smooth finishing and rounding off corners and including application of cement slurry before flooring works, using cement @ 1.75 kg / sq.m. all complete including all materials and labour. 3 mm thick topping (high polishing grinding on this item is not permitted with ordinary cement). Using gray cement. Using grey cement (II) 25mm thick
M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. Grill weighing above 16 Kg./sq.mtr and above
Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).a) With 0.5 mm thick sheet
Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way a) With 0.71 mm sheet
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