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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | L1 | Accepted-AOC Successful bidder. Hence, the WO awarded. | |
| 2 | Rejected-Technical | - | Rejected-Technical Unsuccessful bidder. Hence, the bid cancelled. |
| Sl No | Description | Qty | Unit | DHARITRI PADHY L2 | KAILASH CHANDRA SAMANTARAY L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. | 444.91 | cum | 188 ₹83,643.08 | 178 ₹79,193.98 Lowest |
| 2.00 | Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge. | 23.44 | cum | 523 ₹12,259.12 | 500 ₹11,720 Lowest |
| 3.00 | Cement concrete (1:4:8) with 4cm size h.g.c.b. metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge. | 2.59 | cum | 4,352 ₹11,271.68 | 4,000 ₹10,360 Lowest |
| 4.00 | Brick work with K.B. Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge. | 4.45 | cum | 4,269 ₹18,997.05 | 4,000 ₹17,800 Lowest |
| 5.00 | 12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. | 60.33 | sqm | 138 ₹8,325.54 | 130 ₹7,842.9 Lowest |
| 6.00 | Cement Concrete (1:2:4) with 12 mm size Hg.Chips | 0.21 | cum | 5,998 ₹1,259.58 | 5,200 ₹1,092 Lowest |
| 7.00 | Rigid smooth centering & shuttering for R.C.C. works including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge. | 32.06 | sqm | 435 ₹13,946.1 | 425 ₹13,625.5 Lowest |
| 8.00 | R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28 days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. | 2.86 | cum | 5,998 ₹17,154.28 | 5,200 ₹14,872 Lowest |
| 9.00 | Labour charge for M.S. reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Still Bar (FE 415/ FE 500) | 2.57 | Qtl. | 7,082 ₹18,200.74 | 7,000 ₹17,990 Lowest |
| 10.00 | Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge. | 44.67 | sqm | 31 ₹1,384.77 | 30 ₹1,340.1 Lowest |
Tender Value
₹12.7 L
EMD Value
₹12,728
Closing Date
6 Jan 2022, 5:30 pmClosed
Executive Engineer, L.I. Division, Gunupur
Executive Engineer, L.I. Division, Gunupur
Revival of Sikala RL L I Project under Ramanaguda Block of Rayagada District
2021_OLIC_74660_24
OLIC-GNPR-05/2021-22
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
45 days
Executive Engineer, L.I. Division, Gunupur
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹12,728
Yes
7 Oct 2026
27 Dec 2021
10 Jan 2022
27 Dec 2021
6 Jan 2022
27 Dec 2021
27 Dec 2021 - 4 Jan 2022
Amount
Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge.
Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.
Cement concrete (1:4:8) with 4cm size h.g.c.b. metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge.
Brick work with K.B. Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.
12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
Cement Concrete (1:2:4) with 12 mm size Hg.Chips
Rigid smooth centering & shuttering for R.C.C. works including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.
R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28 days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
Labour charge for M.S. reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Still Bar (FE 415/ FE 500)
Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
Filling the foundation and plinth with excavated material as directed by the Engineer-incharge.
White washing 3 coat with approve good stone lime including cost conveyance charges of materials including supply of labour, gum, indigo etc. required for the work complete as directed by the Engineer-incharge.
Colour washing 3 coats with approved good stone lime including cost of convince charges of materials including supply of labour, gum, indigo etc. Required for the work complete as directed by the Engineer-in-Charge.
Supply of M.S. Door of size 0.75mx1.50m made with angle iron framed chaukat complete including cost of fitting,in in position.
Painting of MS Door of Starter shed by enamel paint of approved quality and colour for painting over iron work including cost taxes etc. complete as per the direction of the Engineer-incharge.
Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.
Fitting of un plasticised 200mm dia PVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.
Transportation charges of 200 mm.dia. UPVC Pipe from nearest manufacturing unit to the village road site including loading, unloading and stacking properly as per the direction of the Engineer-incharge.
Labour charges for installation of 12.5/15HP Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding etc. complete as per the direction of the Engineer-incharge.
Fabrication works,cutting & threading of pipe line etc.
Labour charges for connection of main switch to starter and starter to motor with connection of other electrical fittings etc. complete as per direction of the Engineer-incharge.
Transportation charges of materials including loading, unloading and stacking properly as per the direction of the Engineer-incharge.
Mono block pump set total head of 32-50 mtr capable to discharge 1700 LPM with 15 HP/11.00 KW squirrel cage induction motor fitted with bronze impeller TB-2 of IS 318/1981, companion flanges & Class "F" insulation suitable for operation 415 volt +6%-15% 3 phase, 50Hz AC power supply suction/delivery = 100mmx100mm with BEE Star rated energy efficiency Pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership net work for easy availability of spares.
Automatic Star Delta starter sheet steel enclosure suitable for operation of squirrel cage induction motor upto 10/15 HP with 16 Amp (AC-3) contactor at 415 volt +6% - 15%, 3 phase, 50 Hz, AC supply with suitable overload relay & No volt coil with electric pnemutic timer suitable for operation at voltage range of 300-440 volt including cost of transportation to site. The starter should provide dependable protection against overload and single phasing & should be of reputed brand having wide dealership network for easy availability of spares.
Supplying 63 Amp. 415 volt T.P.Main Switch confirming to IS-4064 (PT-I & PT-II) with utilisation category AC-22 including all taxes etc.
Supplying 4 KVA Capacitor
3 x 16 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming.
Motor blasé plate
Motor hood
100 mm dia G.I. bend IS No.1239(Part-II/1992)
100 mm dia G.I. flange IS No.6392 / 1971
100 mm Ø nominal bore G.I. pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name / Trade mark.
200 mmx100 mm G.I./M.S. Reducer
100 mm Ø C.I. Foot Valve should be of swing type friction less with single disc confirming to IS – 4038/1979 of reputed brand
100mm Non-return valve C I double flanged swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement
50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark.
Supplying of 200mm dia unplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS - Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I UPVC pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.
200X200X100mm dia M.S outlet Tee made with 201mm ID and 216 mm OD M.S Pipe of 8mm thick 400mm long fitted with 1 mtr long 100mm dia M.S.Pipe welded with 2 nos of 100mm dia M.S.Flange in between the 1 mtr M.S.Pipe and 0.25 mtr long 100 mm dia M.S.Pipe fitted horizentally with 2 mtrs of 100mm dia M.S.Elbow with water locking arrangement made out of 1 no. of 100mm dia open flange and 1 no. of 100mm dia blind flange and with hinges gaskets arrangement that UPVC pipe should be inserted directly 100mm long inside the 201mm dia ID M.S.Pipe at the both ends painted with two coats of anti corosive paints in complete set.
200 mm Ø PVC coupler (2.5 kg/cm2) Agricultural PVC fittings confirming to IS-4995/1988 with latest ammendment
100 mm dia PVC tail piece with flange
Cost of 200 mm Ø PVC End Cap
Supply of solvent cement of approve quality for joiniting of PVC Pipe with all cost and all tax etc. complete as per the direction of the Engineer-incharge.
5/8 ' x2 1/2" Nut bolt & washer
⅛" thick Rubber Insertion as per IS specification
½"x9" M.S Foundation Nut & Bolt
4mm2 Single Core PVC Copper Wire
200 X 200 X 200 mm PVC Equal TEE
Cost of 100 x 100 x 25 GI Tee with plug for priming including fabrication
Layout for civil and electrical works
Photograph of Project
Road Crossing
Construction of 11 K.V.Line 3 Ph 3 Wire with 9 Mtr long 300kg PSC pole using 55 sq.mm AAA Conductor 60 mtr span with all materials required for the same as per the specification & estimate of DISCOM
L.T.Line 3ph 4w using 3x50+1x35sq.mm XLPE ABC & 8 mtr long PSC poles with fittings with all materials required for the same as per the specification & estimate of DISCOM
Installation of 63 KVA,11/.4 KV Pole mounted Sub-Station using 9 Mtr long PSC pole with Stare Ratted Transformer as per the specification & estimate of DISTCOM
Barbed Wire Fencing size 10'X10 'with construction of retaining wall , erection of RCC fencing post ,sand filling & metal spreading, fixing of iron grill gate etc. as per DISTCOM specifi cation.
Making earthing with required earthing materials like Charcoal , Common salt , Conduit pipe, Soft solder , Alcape , Nuts & Bolts, Cable sockets etc including excavation of earth pits of size (1.20 M x 1.20 M x 1.5 M) for fixing of earthing pipes of size 37.5 mm dia x 1.5 M length with required slottings in Pipe and fitting with 37.5 mm dia G.I.Flange including excavation of earthing trench for laying of earthing G.I.Wire and filling the trench & pit after fixing of pipes on completion of earthing works including supply of all the materals, including transportation etc.complete as per the direction of the Site Engineer in Charge.
DHARITRI PADHY
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