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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC HARDAHA BALUWA VARANASI CHANDAULE | ₹3.7 Cr | L1 | Accepted-AOC Lowest Bid. |
| 2 | L2₹3.7 Cr+₹1.8 L (0.48%)Rejected-Finance | ₹3.7 Cr+₹1.8 L (0.48%) | L2 | Rejected-Finance Higher Bid. |
Tender Value
Refer Docs
EMD Value
₹5.9 L
Closing Date
27 Jan 2021, 12:00 pmClosed
Superintendent Engineer
Near-Civil court, Raja Market,Behind Sai Temple, Lucknow Road, Gonda -271001
Supply Of Material and Labour For A.T.S under Construction J.N.V.C.B.S.E Pattern at Siswa Mankapur Distt-Gonda.
2021_SCIDC_547749_1
65/S.E./Gonda/E-PRO/20-21 Date-21.01.2021
Open Tender
Supply of Materials
Item Rate
90 days
Office UPSCIDCO GONDA
Plaese refer to Tender Notice
2 documents required · 2 mandatory
₹3,900
UPSCIDCO
₹5.9 L
UPSCIDCO GONDA
16 Aug 2021
21 Jan 2021
27 Jan 2021
21 Jan 2021
27 Jan 2021
21 Jan 2021
23 Jan 2021
Amount
Supply of Material
Supply of Coarse sand more than 2.25 F.M of P.W.D approved quary including cartage,loding,unloading & stacking at site.
Supply of M 150 class bricks including cartage,loding,unloading & stacking at site.
Supply of Stone Grit 20mm including ,loding,unloading upto site.
Supply of Stone Ballast 40mm including ,loding,unloading upto site.
Supply of P.P.C. cement . (ACC,Birla,Ultratech,Mycem,Ambuja.)
Supply of M.S Iron Tar Steel including cartage,loding,unloading & stacking at site. A- 8 to 32 dia.
Supply of 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.
Supply & laying of 350 mm. dia housing pipe (8 mm. thick)
Supply & laying of 200 mm. dia blind pipe (8 mm. thick)
Supply & laying of 200 mm. dia slotted pipe (8 mm. thick)
Supply & fixing of 350 mm. dia Socket
Supply & fixing of 200 mm. dia Socket
Supply & fixing of 200 mm. dia Bail plug
Supply & fixing of 350 mm. dia well cap
Supply & fixing of 350x200 mm. dia reducer.
Supply & fixing of 350 mm. dia housing clamp
Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I.
Supply of 80mm dia M.S. column pipe of class 'C' both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements.
Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc.
Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make.
Supply of steel wire rope of 1/2" size
Supply of 7.5 HP KSB make submersible pump set model BPD 302/4+UAMI 150/6/22-203 (S/D) suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with KSB electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition 7.5 HP 6 stage pipe. A - Discharge of water in LPM 860 Approx size of discharge outlet in 80 mm. B - Total Head of pump set 45 m.
Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm.
S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site.
S/F of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sqmm x 4 core
Labour Supply Item Earth work in Excavation in trenches for foundations in ordinary soil (Loam, clay or sand) including lift up to 1.50 m and lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i.e. within a lead of 50 m. upto 1.50 m depth
Labour charges for laying cement concrete with 1:4:8 (cement :coarse sand:graded stone agregate 40 mm. nominal size) and curing complete in foundation and floor
Labour Charge for brick work in foundation and plinth with Cement Mortor Specified mix I/C cost of T&P and Curing.
Labour Charge for brick work in Superstructure with Cement Mortor in 230mm thick wall Specified mix I/C cost of T&P and Curing.
Extra labour rate in brick work in superstucture in 230 mm and 115mm thick wall above G.F.
Labour Charge for brick work in Superstructure with Cement Mortor in 115mm thick wall Specified mix I/C cost of T&P and Curing.
Labour charges for Laying R.C.C. 1:1.5:3 (cement : coarse sand : graded stone agregate 20 mm. nominal size) and curing complete in foundation.
RCC work per column 1:1½:3 cement, coarse sand & stone grit 20mm.
RCC work for lintel and chajja/Beam & Slab.
Higher charge of mixer i/c hopper,fuel, operator,running ,maintenace of mixer machine.
Filling of Excavated earth intrenches and Floor in 20cm layer and watering rammining Complete.
Supply & Filling of Cartage earth
Higher charge of Shuttering for Coloumns up to ground level.
Higher charge of Shuttring for lintel and chajja,Beam,Slab.
Steel work in reinforcement i/c cutting bending binding and placing as per drawing 8mm to 16mm dia
Steel work in reinforcement i/c cutting bending binding and placing as per drawing Above 16mm dia.
Labour Charge for 12/15mm thick plaster in 1:6 (Cement : Corase sand )Mortar .
Labour Charge for 20mm thick plaster in 1:3 (Cement : Corase sand )Mortar with neet finish.
Labour charge for fixing of door chaukhats wooden pressed steel,Z-iron in masonry/concrete in specified mix in ground floor i/c cutting of brick hole upto 1.50 sqm.
Same as Above but opening 1.50to 4.50sqm
Same as Above but But for Ventilators opening upto0.50Sqm
Labour charge of construction of OHT 100KL stajing 16 meter i/c shuttering painting and fixing of all pipes.
Lowering of summersible pump 7.5HP.with pipe fitting and instalation of strater panel complete.
Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows : (1)Treatment for masonary & foundation 5 liters per/100 sqm. (2) Back fill in immediate contact with foundation 7.5 liters/100sqm (3) Treatment of top surface of plinth filling 5 liters/100 sqm (4)Treatment junction of wall and the floor 7.5 liters /100 sqm (5)Treatment of soil along external perimeter of building 7.5liters/100sqm. (6) Treatment of soil under apron along external perimter 5 liters/100 sqm.
Transportation Charges of drilling equipment including assembly and other material as required.
Drilling of 675 mm. dia by rotary machine
Development by air compressor including Transportation.
Development by O.P. Unit including Transportation.
Fixing of Rain water pipe.
M/s Srijan Cosntruction
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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