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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC WARD NO 3 CHADA KHAD DHUKANA ROAD PUROLA DISTT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹1.9 Cr | L1 | Accepted-AOC QUALIFIED |
| 2 | L2₹1.9 Cr+₹50,367.28 (0.27%)Rejected-Finance | ₹1.9 Cr+₹50,367.28 (0.27%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| 5 | Rejected-Technical GRAM POST BHETABAGDAR TEHSIL KAPKOT DISTRICT BAGESHWAR UTTARAKHAND UT | BAGESHWAR | UTTARAKHAND | 263619 | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹1.9 Cr
EMD Value
₹4.5 L
Closing Date
29 Jan 2024, 5:00 pmClosed
SANJAY RAJ
Office of Superintending Engineer Irrigation Works Circle, Uttarkashi
CONSTRUCTION OF MULTI STORY CAR PARKING AT SANKRI IN DISTT - UTTARAKASHI .
2024_IRDCE_67546_1
07/SE/2023-24
Open Tender
Civil Works
Item Rate
540 days
purola
AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
Executive Engineer Irrigation Division
₹4.5 L
Office of Superintending Engineer Irrigation Works
16 Mar 2024
12 Jan 2024
30 Jan 2024
12 Jan 2024
29 Jan 2024
13 Jan 2024
18 Jan 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
Work Up to plinth Level
Work above to plinth level upto floor V level
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Centring and shuttering for foundations, footings, bases of columns, etc. for mass concrete
Centring and shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts
Centring and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centring and Shuttering for Extra for shuttering in circular work (20% of respective centering and shuttering items)
Circular Column
Centring and Shuttering for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand)
12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)
15 mm cement plaster on rough side of single or half brick wall of mix 1: 6 (1 cement: 6 fine sand)
6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
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 priming coat with cement primer
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 87.5° 110 mm bend
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories 110 mm Shoe (Plain)
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
Excavation in Hilly Areas in Hard Rock requiring blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20
Wiring for light point/ fan ponit/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group-C
Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required
Wiring for light/ power plug with 2x4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit as required.
2X1.5 sq.mm. + 1X 1.5 sq.mm earth wire
2X2.5 sq.mm. + 1X 2.5 sq.mm earth wire
S/F of following sizes of PVC conduit along with accessories in surface/recess including cuttting the wall and making good the same
S/F suitable size Gl box with modular plate and cover in Front on surface or in recess, including providing and flxing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required
S/F suitable size GI box with modular plae and cover in FRLSont on surface or in recess, including providing and flxing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection, painting etc. as required.
Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required
Supplying and fixing brass batten/ angle holder including connections etc. as required.
S/F following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. as required.
5/6 amps switch
3 pin 5/6 amp socket outlet
Installation, testing & commissioning of pre-wired, fluorescent fitting / compact fluoroscent/LED fitting of all type, complete with all accessories & tubes etc. directly on ceiling / wall, including connection with 1.5 sq.mm. FRLS PVC insulated, copper condutor, single core cable and earthing etc. as required.
Earthing with G.I. earth Plate 600mm x 600mm x 6mm thick including accesssories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal or coke and salt as required.
Providing and fixing 25 mm x 5 mm GI strip in 40 mm dia GI pipe from earth electrode including connection with brass nut , bolt , spring , washer , excavation and re filling etc. as required.
Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required.
Supplying of Surface and wall mounted LED batten, extruded aluminium housing provided for efficient heat dissipation with polycarbonate diffuser & integrated electronic driver including LED tube (22 W LED Tube 4 ft. lenght ) Or as approved by the architect as per site condition
Supply and fixing of LED Flood light 30 Watt , suitable for 24Hr Continuous Operation, 110lm/W, PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect, Make : Jaguar LFD02S030XW,Philips / Bajaj or Eq.
M /S NATHI LAL UNIYAL
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