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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹1.4 Cr+₹4.1 L (2.96%)Rejected-Finance 86 SECTOR 07 URBAN ESTATE KURUKSHETRA | ₹1.4 Cr+₹4.1 L (2.96%) | L2 | Rejected-Finance ok |
| 3 | L3₹1.6 Cr+₹25.1 L (17.9%)Rejected-Finance | ₹1.6 Cr+₹25.1 L (17.9%) | L3 | Rejected-Finance ok |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
7 Mar 2022, 11:00 amClosed
Executive Engineer Water Services Division Dadupur
Executive Engineer Water Services Division Dadupur
Providing strengthening of sides and bed of Ditch Drain and providing Gates and Gearing system at RD 0 of Ditch Drain and raising of right side bank service road of WJC MLL from RD 69900 to 70900 for protection of abadi area
2022_HRY_209295_3
No. 958/4-A dated 21/02/2022
Open Tender
Agricultural or Forestry
Item-rate/Agreement basic
90 days
Executive Engineer Water Services Division Dadupur
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,000
₹3.0 L
Yes
1 Apr 2022
23 Feb 2022
7 Mar 2022
23 Feb 2022
7 Mar 2022
23 Feb 2022
23 Feb 2022 - 5 Mar 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. Unit All kinds of soil
Excavting and supplying filling of local earth including royality by6 machnical transport upto alead of 1 km also incuding ramming andwatering of earth in layer not exceeding 20 cm in trench. Plinth, sides of foundation etc. complete.
Back filling behind abutment, wing wall and of return wall complete as per drawing and 710.1.4 of return wall complete as per drawing and IRC:78 & MoRT&H Specification
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to four floor level ,1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing:1 : 1 ½: 3 ( 1 cement : 1 ½ coarse sand (zone-Ill) : 3graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.Thermo-Mechanically Treated bars of grade Fe-500D kg or more.
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc
Supply and fixing , installation , transportation, painting, commissioning, of gate, and gearing
Empty Cement bags
Filling cement bags with sand, sewing and laying in position within 30 each 6 6 metres in water including cost of strings by mechanical/ mannual means.
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)
Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand)
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with adjustable lugs with split end tail to each jamb
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISi marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately} Second class teak wood 35 mm thick shutters sqm
10 mm thick plaster of mix( 1 :4 (1 cement: 4 fine sand)
10 mm cement plaster on the rough side of single or half brick wall of mix : 1 :4 (1 cement: 4 fine sand)
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade
Ceiling fan 48'(1200mm) (IS 374)
Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe. Group A
3 metres long 50 mm dia pole duly embedded 0.6 m below ground level. 4.5metres long 50 mm dia pole duly embedded 0.75 m below
Providing Solar panel (500 Watt)
Brass tower bolt (barrel type) 200x10 mm
Brass handles 125 mm with plate 175x32 mm
Fixing of LED Tube light/ 2*2 ft square panel fitting directly on wall /ceiling or false ceiling including making connections etc as required
Brass door latch 300x16x5 mm weighing not less than 0.380 kg
Providing reinforced by organic fibres and / or in organic synthetic fibre cement 6 mm thick corrugated sheet roffing upto any pitch and fixing with polimer coated or l hooks;
Supply of Diesel
Supply of Mobil Oil
Pipe for pumping set
Dismantling of steel work in built up sections in angles, tees, flats Kg and channels including all gusset plates, bolts, nuts, cutting riverts, welding etc including dismembering and stacking within 50 mtr. lead + credit of old gates.
Krishna Construction Co
THE BILLPURA CO OP L and C SOCIETY LTD
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