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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹100.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.0 Cr+₹92,022.01 (0.92%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹1.0 Cr+₹1.8 L (1.83%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹1 Cr
EMD Value
₹2 L
Closing Date
27 Jan 2020, 4:30 pmClosed
DFO PARBATJHORA
DFO PARBATJHORA Suparighat Kokrajhar
Improvement, Repairing, Renovation, Maintenance of Florican Garden at Parbatjhora
2019_BoTC_15620_1
PJD_Florican_Garden
Open Tender
Civil Works
Works
180 days
PARBATJHORA
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Yes
BTC
₹2 L
Yes
30 Sept 2020
8 Jan 2020
29 Jan 2020
8 Jan 2020
27 Jan 2020
8 Jan 2020
8 Jan 2020 - 27 Jan 2020
Amount
Rate for Improvement, repairing and renovation maintenance of Florican Garden
Earth work in excavation for foundation of structures as per drawing and technical specification Clause No.-305.1 including setting out, construction of shoring and braching removal of slumps and other disintegrated materials and disposal upto a lead of 50 m dressing of sides and bottom and backfilling in tranches with excavated suitable materials I. Ordinari soil, i) Upto 3 m dept. Apron 1 x 40.00 X 3.00 X 1.00 120.00 cum Deflector 1 x 40.00 X 3.50 x 1.00 140.00 cum Total = 260.00 cum
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm X 100mm mesh (woven diagonally) including 10% extra for laps and jionts with stone boulders weighing not less than 25kg each as per drawing and Technical Specification Clause 1301 Apron 1 x 40.00 X 3.00 X 2.50 300.00 cum Deflector 1 x 40.00 X 3.50 x 3.50 = 490.00 cum 1 x 40.00 X 2.50 X 2.50= 250.00 cum Total = 1,040.00 cum
Providing and laying filter material underneath pitching in slopes complete as per technical specification clause no.-1302 1 x 40.00 .x 5.408 X 0.15 = 32.45 cum
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause no.-1302. Stone / Boulder 1 x 40.00 X 5.408 X 0.40 = 86.528
E/w in excavation for foundation trenches of walls, retaining walls, footings of column, (Bid) steps, septic tank etc, including refilling ..... as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L. (a) In ordinary soil Fishery Area on Bed Level = 18154.528 Sqm (As per Autocad Cal.) Area on Top Embankment Edge 19949.188 Sqm (As per Autocad Cal.) Total Volume = 1/2( 18154.528 + 19949.188) x 2.00 = 38103.716 Steps to Bed Level 5 X 5.000 x 3.690 X 0.300 = 27.675 T= 38131.391 cum
Providing soling in foundation and under floor with stone/best quality picked jhama brick .... complete. (a) Brick on flat soling. Steps 5 X 5.000 X 3.690= 92.250 T= 92.250 sqm
Plain cement concrete work in coarse agg. of size 13mm to 32mm in foundation bed for footing, steps, walls, brick works etc. ... complete. a) In prop. 1:3:6 Steps 5 x 5.00 x 3.690 X 0.100 =9.225 T= 9.225 cum
Providing and laying plain/reinforced cement concrete works ......... (form work and reinforcement will be measure and paid separately). I) Using mixer machine A) In sub-structure up to plinth level (i) Foundations, footings, column with base etc. (N) Without using admixture, plasticiser, (a) M15 or Prop. 1:2:4 Steps 5 x 11 x 5.00 X 0.300 X 0.15 = 12.375 T= 12.375 cum
Supplying fitting and fixing in position reinforcement bars confirming to relevant I.S. code (Bld) for R.C.C. work etc..... complete (upto 1st floor level). (a) TATA/SAIL (ii) Super decline TMT Bar 8 mm dia. Steps 5 x 28 x 4.50 =630.000 5 x 31 x 5.20= 806.000 T= 1436.000 RM @ 0.390 Kg/Rm 560.040 Kg. Add 5% for Lapping and Wastages = 28.002 Kg T= 588.042 Kgs Say, Net Quantity = 5.8804 Qt!
Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size .....etc. complete as directed. Quantity 5 x 5.00 x 4.000 = 100.000 18,199.00 T=100.000 sqm .
Prividing form work of ordinary timber planking so as to give a rough finish ........ and (Bld) plain concrete work in : Foundations, footings, bases of columns, file cap, raft and mass concrete work etc. b) Using 25 mm Thick planks. Post 5 X 12 X 5.000 X 0.150 = 45.000 5 x 2 X 4.500 X 0.300 = 13.500 T= 58.500 sqm
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size (Rds) aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 At Steps 5 X 2 X 4.500= 45.000 At road side (North) 1 X 2 X 50.000 =100.000 South 1 x 2 x 35.000 = 70.000 T= 215.000 sqm
Supplying and dibbling of sellected lawn grass (Doob grass) (Cynodon dactylon) cushion (Bld) grass ...... as specified and directed by the deptt. (maintenance for a period of six month from date of completion). (b) By carpet grass (Axonopus affinis) Area 2 x 24 x 15.000= 720.000 Sqm T= 720.000 sqm
Cost for providing Signboard
Half brick circular tree guard internal dia 1.25 m and ht: 1.2m above ground and 0.02m (Bld) below ground bottom etc. as per design complete. (b) By carpet grass (Axonopus affinis) Quantity =14.000 Nos. T= 14.000 Nos
Each Raising low site around the building with approved soil obtained from outside by truck carriege including breaking clods, dressing etc. complete including paying necessary forest royality, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile mesurment to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. (b) Other than Guwahati city At Garden : 20x20x0.290 (Av. Ht.) =116.000 cum 35x36x0.280 (Av. Ht.) =352.800 cum T=468.800
SRI DWMWILU BRAHMA
SRI PRITIBIR NARZARY
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