State Agricultural Marketing Board Tender

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State Agricultural Marketing Board Tender

Works

Civil And Construction

Bilaspur, Chhattisgarh

Opening Date22 Aug 2024

Closing Date5 Sep 2024

Tender Amount₹ 7,68,00,000

Notes

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Costs

EMD
₹ 3,84,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Tender Id
157887
Bid Award Id
View
Tender No
157887
Tender Authority
State Agricultural Marketing Board View
Purchaser Address
-
Website
http://www.cg.nic.in

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Document-4575.5 kB134223642572076943...1342236425720769431_134471_1923007308594279818_157887_4454192222142785601_154498_jaspur above 1cr ammend.doc

Document-3573.4 kB192300730859427981...1923007308594279818_157887_4454192222142785601_154498_jaspur above 1cr ammend.doc

Document-294.3 kB228701094463273898...2287010944632738985_157887_SKS BSP KOTA MANDI DMFT PROJECT (1) (3).xlsx

Document-122.9 kBTender_Detail_1578...Tender_Detail_157887.html

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BOQ Items

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Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils.

Quantity-

Rate-

Amount -

B-S.O.R. Page No.9, Item No.1.1.1

Quantity-

Rate-

Amount -

Foundation of Column - A

Quantity29.16

Rate-

Amount -

Foundation of Column - B

Quantity213.84

Rate-

Amount -

Foundation of Column - C

Quantity20.25

Rate-

Amount -

Foundation of Column - D

Quantity43.87

Rate-

Amount -

Plinth Protection wall

Quantity2.79

Rate-

Amount -

Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 23, Item No. 3.1.3

Quantity-

Rate-

Amount -

Foundation of Column - A

Quantity2.92

Rate-

Amount -

Foundation of Column - B

Quantity21.38

Rate-

Amount -

Foundation of Column - C

Quantity2.03

Rate-

Amount -

Foundation of Column - D

Quantity4.38

Rate-

Amount -

Under Floor

Quantity-

Rate-

Amount -

Godown

Quantity266.43

Rate-

Amount -

Verandah

Quantity12.96

Rate-

Amount -

Room

Quantity2.61

Rate-

Amount -

Plinth Protection

Quantity0.69

Rate-

Amount -

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 24, Item No. 3.1.2

Quantity-

Rate-

Amount -

Column Footing - A

Quantity6.07

Rate-

Amount -

Column Footing - B

Quantity44.55

Rate-

Amount -

Column Footing - C

Quantity2.59

Rate-

Amount -

Column Footing - D

Quantity5.62

Rate-

Amount -

Columnn upto G.B.L.

Quantity-

Rate-

Amount -

Column - A

Quantity0.77

Rate-

Amount -

Column - B

Quantity4.23

Rate-

Amount -

Column - C

Quantity0.34

Rate-

Amount -

Column - D

Quantity1.11

Rate-

Amount -

Ground Beam

Quantity-

Rate-

Amount -

L/w

Quantity26.92

Rate-

Amount -

S/w

Quantity10.27

Rate-

Amount -

Columnn upto P.B.L.

Quantity-

Rate-

Amount -

Column - A

Quantity0.77

Rate-

Amount -

Column - B

Quantity4.23

Rate-

Amount -

Column - C

Quantity0.33

Rate-

Amount -

Column - D

Quantity0.87

Rate-

Amount -

Plinth Beam

Quantity-

Rate-

Amount -

L/w

Quantity13.45

Rate-

Amount -

S/w

Quantity5.14

Rate-

Amount -

RPC

Quantity2.92

Rate-

Amount -

Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 23 Item No. 3.13+3.4

Quantity-

Rate-

Amount -

Columnn upto L.B.L.

Quantity-

Rate-

Amount -

Column - A

Quantity2.31

Rate-

Amount -

Column - B

Quantity12.67

Rate-

Amount -

Column - C

Quantity0.76

Rate-

Amount -

B.W. Beam

Quantity1.52

Rate-

Amount -

B.W. Chhajja

Quantity0.66

Rate-

Amount -

Lintel Beam

Quantity-

Rate-

Amount -

L/w

Quantity1.55

Rate-

Amount -

S/w

Quantity1.08

Rate-

Amount -

Room

Quantity-

Rate-

Amount -

L/w

Quantity0.26

Rate-

Amount -

S/w

Quantity0.52

Rate-

Amount -

Column

Quantity0.14

Rate-

Amount -

Chhajja

Quantity0.33

Rate-

Amount -

Columnn above L.B.

Quantity-

Rate-

Amount -

Column - A

Quantity1.44

Rate-

Amount -

Column - B

Quantity7.92

Rate-

Amount -

Column - C

Quantity0.28

Rate-

Amount -

Room Slab Beam

Quantity1.16

Rate-

Amount -

Middle Beam

Quantity-

Rate-

Amount -

L/w

Quantity1.55

Rate-

Amount -

S/w

Quantity1.08

Rate-

Amount -

Column

Quantity0.14

Rate-

Amount -

Column upto T.B.

Quantity-

Rate-

Amount -

Column - A

Quantity1.44

Rate-

Amount -

Column - B

Quantity7.92

Rate-

Amount -

Top Beam

Quantity-

Rate-

Amount -

L/w

Quantity1.55

Rate-

Amount -

S/w

Quantity1.08

Rate-

Amount -

Column

Quantity0.14

Rate-

Amount -

Column above T.B.

Quantity2.16

Rate-

Amount -

Middle Beam 1

Quantity2.44

Rate-

Amount -

Column above Middle Beam 1

Quantity0.9

Rate-

Amount -

Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete : Thermo-Mechanically treated bars FE 415

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 24 Item No. 3.12.1

Quantity-

Rate-

Amount -

Qty. taken from Item No. 4+5 = 245.45

Quantity30636.25

Rate1669676

Amount 54.5

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for : Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 16 Item No. 2.1.1

Quantity-

Rate-

Amount -

Column Footing - A

Quantity16.2

Rate-

Amount -

Column Footing - B

Quantity118.8

Rate-

Amount -

Column Footing - C

Quantity8.64

Rate-

Amount -

Column Footing - D

Quantity18.72

Rate-

Amount -

Columnn upto G.B.L.

Quantity-

Rate-

Amount -

Column - A

Quantity7.68

Rate-

Amount -

Column - B

Quantity49.28

Rate-

Amount -

Column - C

Quantity5.7

Rate-

Amount -

Column - D

Quantity14.82

Rate-

Amount -

Ground Beam

Quantity-

Rate-

Amount -

Inner Surface

Quantity-

Rate-

Amount -

Godown

Quantity66.4

Rate-

Amount -

Verandah

Quantity25.92

Rate-

Amount -

Room

Quantity3.6

Rate-

Amount -

Outer Surface

Quantity25.23

Rate-

Amount -

Columnn upto P.B.L.

Quantity-

Rate-

Amount -

Column - A

Quantity7.68

Rate-

Amount -

Column - B

Quantity49.28

Rate-

Amount -

Column - C

Quantity5.4

Rate-

Amount -

Column - D

Quantity11.7

Rate-

Amount -

Plinth Beam

Quantity-

Rate-

Amount -

Inner Surface

Quantity-

Rate-

Amount -

Godown

Quantity33.2

Rate-

Amount -

Verandah

Quantity12.96

Rate-

Amount -

Room

Quantity1.8

Rate-

Amount -

Outer Surface

Quantity8.41

Rate-

Amount -

RPC

Quantity29.16

Rate-

Amount -

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for : Columns, Pillars, Piers and likes- rectangular or square in shape

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 16 Item No. 2.1.5

Quantity-

Rate-

Amount -

Columnn upto L.B.L.

Quantity-

Rate-

Amount -

Column - A

Quantity23.04

Rate-

Amount -

Column - B

Quantity147.84

Rate-

Amount -

Column - C

Quantity12.6

Rate-

Amount -

Columnn above L.B.

Quantity-

Rate-

Amount -

Column - A

Quantity14.4

Rate-

Amount -

Column - B

Quantity92.4

Rate-

Amount -

Column - C

Quantity4.8

Rate-

Amount -

Column upto T.B.

Quantity-

Rate-

Amount -

Column - A

Quantity14.4

Rate-

Amount -

Column - B

Quantity92.4

Rate-

Amount -

Column above T.B.

Quantity25.2

Rate-

Amount -

Column above Middle Beam 1

Quantity10.5

Rate-

Amount -

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc.complete and including its removal at all levels, for : Beams, lintels, cantilevers & walls

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 16 Item No. 2.1.8

Quantity-

Rate-

Amount -

Lintel Beam

Quantity-

Rate-

Amount -

Inner Surface

Quantity24.9

Rate-

Amount -

Outer Surface

Quantity2.89

Rate-

Amount -

Slab Beam

Quantity-

Rate-

Amount -

Middle Beam

Quantity-

Rate-

Amount -

Inner Surface

Quantity24.9

Rate-

Amount -

Outer Surface

Quantity25.23

Rate-

Amount -

Top Beam

Quantity-

Rate-

Amount -

Inner Surface

Quantity24.9

Rate-

Amount -

Outer Surface

Quantity25.23

Rate-

Amount -

Middle Beam 1

Quantity-

Rate-

Amount -

Inner Surface

Quantity10.83

Rate-

Amount -

Outer Surface

Quantity5.42

Rate-

Amount -

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc.complete and including its removal at all levels, for : Weather shade, chhajja, Cornices and mouldings

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 17 Item No. 2.1.13

Quantity-

Rate-

Amount -

Chhajja B.W.

Quantity7.29

Rate-

Amount -

Chhajja W

Quantity3.6

Rate-

Amount -

Chhajja Rs

Quantity8.38

Rate-

Amount -

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc.complete and including its removal at all levels, for : Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 17 Item No. 2.1.7

Quantity-

Rate-

Amount -

Room Slab

Quantity27

Rate-

Amount -

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand)

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 46, Item No. 7.5.4

Quantity-

Rate-

Amount -

B/w Below G.B.

Quantity-

Rate-

Amount -

Godown

Quantity-

Rate-

Amount -

L/w

Quantity1.37

Rate-

Amount -

S/w

Quantity0.96

Rate-

Amount -

Verandah

Quantity-

Rate-

Amount -

L/w

Quantity1.83

Rate-

Amount -

Room

Quantity-

Rate-

Amount -

L/w

Quantity0.17

Rate-

Amount -

S/w

Quantity0.35

Rate-

Amount -

B/w uoto P.B.

Quantity-

Rate-

Amount -

Godown

Quantity-

Rate-

Amount -

L/w

Quantity11

Rate-

Amount -

S/w

Quantity7.69

Rate-

Amount -

Verandah

Quantity-

Rate-

Amount -

L/w

Quantity13.71

Rate-

Amount -

Room

Quantity-

Rate-

Amount -

L/w

Quantity1.55

Rate-

Amount -

S/w

Quantity3.13

Rate-

Amount -

Plinth Protection

Quantity3.73

Rate-

Amount -

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in : Cement Mortar 1:6 (1 cement : 6 coarse sand). Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:( In Superstructure)

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 46 Item No. 7.5.4+7.6

Quantity-

Rate-

Amount -

B/w upto L.B.L.

Quantity-

Rate-

Amount -

Godown

Quantity-

Rate-

Amount -

L/w

Quantity24.77

Rate-

Amount -

S/w

Quantity17.33

Rate-

Amount -

Room

Quantity-

Rate-

Amount -

L/w

Quantity3.62

Rate-

Amount -

S/w

Quantity7.31

Rate-

Amount -

B/w above L.B.L.

Quantity-

Rate-

Amount -

Godown

Quantity-

Rate-

Amount -

L/w

Quantity15.48

Rate-

Amount -

S/w

Quantity10.83

Rate-

Amount -

Room

Quantity-

Rate-

Amount -

L/w

Quantity1.37

Rate-

Amount -

S/w

Quantity2.78

Rate-

Amount -

Slab Top

Quantity0.55

Rate-

Amount -

B/w upto T.B.L.

Quantity-

Rate-

Amount -

Godown

Quantity-

Rate-

Amount -

L/w

Quantity15.48

Rate-

Amount -

S/w

Quantity10.83

Rate-

Amount -

B/w above T.B.

Quantity-

Rate-

Amount -

Gujarbandi L/w

Quantity15.14

Rate-

Amount -

Gable wall S/w

Quantity57.6

Rate-

Amount -

Deduction For Opening

Quantity-

Rate-

Amount -

Quantity-10.37

Rate-

Amount -

Quantity-1.76

Rate-

Amount -

Quantity-1.15

Rate-

Amount -

B.W.

Quantity-3.03

Rate-

Amount -

Quantity-0.9

Rate-

Amount -

Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 11, Item No. 1.18

Quantity-

Rate-

Amount -

Under Floor

Quantity-

Rate-

Amount -

Godown

Quantity2397.87

Rate-

Amount -

Verandah

Quantity162

Rate-

Amount -

Room

Quantity36.54

Rate-

Amount -

Plinth Protection

Quantity8.1

Rate-

Amount -

Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring. 80x1.25mm M.S. Laths

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 83, Item No. 9.27.1

Quantity-

Rate-

Amount -

Quantity41.31

Rate69855

Amount 1691

Providing and fixing 27.5cm long wire spring for rolling shutters.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 83, Item No. 9.28

Quantity-

Rate-

Amount -

Quantity12

Rate4344

Amount 362

Providing and fixing ball bearing for rolling shutters.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 83, Item No. 9.30

Quantity-

Rate-

Amount -

Quantity12

Rate5076

Amount 423

Providing and fixing M.S. sheet top cover for rolling shutter. 1.25mm thick.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 83, Item No. 9.29.1

Quantity-

Rate-

Amount -

Quantity18.36

Rate9914

Amount 540

Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Angle-iron frames

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 81 Item No. 9.16.2

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Angle 40x40x5 mm

Quantity63

Rate-

Amount -

Holdfast 40x40x5 mm

Quantity10.8

Rate-

Amount -

10 mm square bar

Quantity3.27

Rate-

Amount -

Quantity-

Rate-

Amount -

Angle 35x35x5 mm

Quantity49.92

Rate-

Amount -

Holdfast 35x35x5 mm

Quantity6.24

Rate-

Amount -

10 mm square bar

Quantity29.95

Rate-

Amount -

Verandah

Quantity317.52

Rate-

Amount -

B.W.

Quantity-

Rate-

Amount -

Angle 35x35x5 mm

Quantity174.72

Rate-

Amount -

Holdfast 35x35x5 mm

Quantity43.68

Rate-

Amount -

10 mm square bar

Quantity52.42

Rate-

Amount -

Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 81 Item No. 9.13

Quantity-

Rate-

Amount -

Quantity8.82

Rate-

Amount -

Quantity5.76

Rate-

Amount -

B.W.

Quantity10.08

Rate-

Amount -

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 23 Item No. 3.1.5

Quantity-

Rate-

Amount -

Floor

Quantity-

Rate-

Amount -

Godown

Quantity177.62

Rate-

Amount -

Verandah

Quantity15.55

Rate-

Amount -

Room

Quantity2.7

Rate-

Amount -

Plinth Protection

Quantity2.25

Rate-

Amount -

Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 60 mm wide

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 115 Item No. 12.25.3

Quantity-

Rate-

Amount -

Floor

Quantity-

Rate-

Amount -

Godown

Quantity913

Rate-

Amount -

Verandah

Quantity76.8

Rate-

Amount -

Room

Quantity24

Rate-

Amount -

Plinth Protection

Quantity112

Rate-

Amount -

Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.Electric resistance or induction butt welded tubes Grade-250

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 80 Item No. 9.3.1

Quantity-

Rate-

Amount -

Godown & Verandah Truss

Quantity28500

Rate2522250

Amount 88.5

Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 91 Item No. 10.12

Quantity-

Rate-

Amount -

Godown Roof

Quantity2008.8

Rate-

Amount -

Verandah Roof

Quantity195

Rate-

Amount -

Extra for providing and fixing wind ties of 40x6mm flat iron section.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 91 Item No. 10.10

Quantity-

Rate-

Amount -

Godown Roof

Quantity1004.4

Rate-

Amount -

Verandah Roof

Quantity130

Rate-

Amount -

Providing and making 6mm thick cement plaster of mix : In Cement mortar 1:4 (1 cement : 4 fine sand)

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 103 Item No. 11.1.2

Quantity-

Rate-

Amount -

Ceiling

Quantity-

Rate-

Amount -

Room

Quantity27

Rate-

Amount -

Chhajja

Quantity7.29

Rate-

Amount -

RPC

Quantity29.16

Rate-

Amount -

Providing and making 12mm thick cement plaster of mix : In Cement Mortar 1:5 (1 cement : 5 fine sand)

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 103 Item No. 11.2.3

Quantity-

Rate-

Amount -

Godown

Quantity-

Rate-

Amount -

Inner Surface

Quantity1045.8

Rate-

Amount -

Outer Surface

Quantity1059.66

Rate-

Amount -

Deduction for opening

Quantity-

Rate-

Amount -

Quantity-34.56

Rate-

Amount -

Quantity-4.41

Rate-

Amount -

Quantity-5.76

Rate-

Amount -

B.W.

Quantity-10.08

Rate-

Amount -

Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix : n Cement Mortar 1:5 (1 cement : 5 fine sand)

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 103 Item No. 11.3.3

Quantity-

Rate-

Amount -

Room

Quantity-

Rate-

Amount -

Inner Surface

Quantity59.4

Rate-

Amount -

Deduction for opening - D

Quantity-4.41

Rate-

Amount -

Extra for lining over plaster to imitate stone or concrete block walling.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 106 Item No. 11.16

Quantity-

Rate-

Amount -

L.B., M.B., T.B., M.B.1

Quantity15.48

Rate-

Amount -

Column

Quantity5.31

Rate-

Amount -

Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 111 Item No. 12.1

Quantity-

Rate-

Amount -

Room Slab

Quantity71.91

Rate-

Amount -

Chhajja

Quantity3.6

Rate-

Amount -

RPC

Quantity29.16

Rate-

Amount -

Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 133 Item No. 14.12

Quantity-

Rate-

Amount -

Finishing walls with water proofing cement paint of required shade to give an even shade. On new work (Two or more coats applied @ 3.84 kg/10 sqm)

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 133 Item No. 14.14

Quantity-

Rate-

Amount -

Ceiling

Quantity-

Rate-

Amount -

Room

Quantity27

Rate-

Amount -

Godown

Quantity-

Rate-

Amount -

Inner Surface

Quantity1045.8

Rate-

Amount -

Room

Quantity-

Rate-

Amount -

Inner Surface

Quantity59.4

Rate-

Amount -

Deduction for opening - D

Quantity-4.41

Rate-

Amount -

Painting on new work (two or more coats) to give an even shade with : Satin synthetic enamel paint

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 134 Item No. 14.12.1

Quantity-

Rate-

Amount -

Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with : On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 133 Item No. 14.15.1

Quantity-

Rate-

Amount -

Outer Surface

Quantity1059.66

Rate-

Amount -

Chhajja

Quantity7.29

Rate-

Amount -

RPC

Quantity29.16

Rate-

Amount -

Deduction for opening

Quantity-

Rate-

Amount -

Quantity-34.56

Rate-

Amount -

Quantity-4.41

Rate-

Amount -

Quantity-5.76

Rate-

Amount -

B.W.

Quantity-10.08

Rate-

Amount -

Supply and erecting following ISI marked Fire extenguishers on wall/ column including erecting bracket etc complete. CO2 type 4.5 kg

Quantity-

Rate-

Amount -

E-S.O.R. Item No. 24.8.3

Quantity-

Rate-

Amount -

Supply and erecting following ISI marked Fire extenguishers on wall/ column including erecting bracket etc complete. ABC type 6 kg

Quantity-

Rate-

Amount -

E-S.O.R. Item No. 24.8.5

Quantity-

Rate-

Amount -

Compacting Original Ground

Quantity-

Rate-

Amount -

Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction.

Quantity-

Rate-

Amount -

R-S.O.R. Item No. 3.15(ii), Page No. 12

Quantity756.9

Rate-

Amount -

Granular Sub-base as per Table:- 400-1

Quantity-

Rate-

Amount -

Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

Quantity-

Rate-

Amount -

(A) Plant mix method (with Mechanically crushed stone only)

Quantity-

Rate-

Amount -

(a) For Lower Sub-base with

Quantity-

Rate-

Amount -

(i) Grading-III Material

Quantity-

Rate-

Amount -

R-S.O.R. Item No. 4.1 A (a )(i), Page No. 15

Quantity-

Rate-

Amount -

Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller,finishing and curing as per clause 601.)

Quantity-

Rate-

Amount -

R-S.O.R. Item No. 6.1, Page No. 26

Quantity-

Rate-

Amount -

Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications. ( For Village roads)

Quantity-

Rate-

Amount -

As per S.O.R. Item No. 6.6 (iv), Page No. 27

Quantity-

Rate-

Amount -

(A) P.C.C. M-30

Quantity1513.8

Rate-

Amount -

Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

Quantity-

Rate-

Amount -

R-S.O.R. Item No. 9.4 (B), Page No. 39

Quantity-

Rate-

Amount -

600 mm dia

Quantity30

Rate78510

Amount 2617

Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.

Quantity-

Rate-

Amount -

(B) With smooth wheeled roller

Quantity-

Rate-

Amount -

R-S.O.R. Item No. 4.13 B, Page No. 17

Quantity-

Rate-

Amount -

B = 0.90+2.10/2 = 1.50

Quantity1620

Rate448740

Amount 277

Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings. Single row for one utility service

Quantity-

Rate-

Amount -

R-S.O.R. Page No. 37 Item No. 8.44 (i)

Quantity-

Rate-

Amount -

Under C.C. Road

Quantity36

Rate19908

Amount 553

Construction of RCC Drain/Cover/Chamber

Quantity-

Rate-

Amount -

(a) Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

Quantity-

Rate-

Amount -

R-S.O.R. Item No. 3.25.1 (i), Page No. 14

Quantity-

Rate-

Amount -

(b) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20

Quantity-

Rate-

Amount -

R-S.O.R. Item No. 3.25.1 (ii), Page No. 14

Quantity-

Rate-

Amount -

(c) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications

Quantity-

Rate-

Amount -

R-S.O.R. Item No. 3.25.1 (iii), Page No. 14

Quantity-

Rate-

Amount -

Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable)

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 21.17,Page No. 201

Quantity-

Rate-

Amount -

Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level.

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 21.1.1.3,Page No. 198

Quantity-

Rate-

Amount -

(a) All types of soil - 150 mm dia.

Quantity24

Rate8136

Amount 339

B-S.O.R. Item No. 21.2.1.4,Page No. 198

Quantity-

Rate-

Amount -

(b) Rocky strata including Boulders.- 150 mm dia.

Quantity66

Rate26136

Amount 396

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 21.2.2.3,Page No. 198

Quantity-

Rate-

Amount -

(b) Rocky strata including Boulders.- 150 mm dia.

Quantity55

Rate23320

Amount 424

Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge.

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 21.5.3,Page No. 199

Quantity-

Rate-

Amount -

150 mm nominal dia

Quantity25

Rate32600

Amount 1304

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 21.10,Page No.200

Quantity-

Rate-

Amount -

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 21.11.3,Page No.200

Quantity-

Rate-

Amount -

150 mm dia.

Quantity1

Rate217

Amount 217

Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as required.

Quantity-

Rate-

Amount -

E-S.O.R. Item No. 26.3.1

Quantity-

Rate-

Amount -

1.0 HP, single phase

Quantity1

Rate15866

Amount 15866

Supply, installation, testing and commissioning of 5-7.5 HP 3 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as required.

Quantity-

Rate-

Amount -

a) Phase indicating lamps with fuses and toggle switches 1 set b) 5/7.5 HP 3 phase DOL starter with over load and no volt relay 1 No c) 32 A "C" curve TPMCB 1 No d) Voltmeter 0-500 V with selector switch 1 set e) Ammeter 0-10 A with CT's and selector switch 1 set

Quantity-

Rate-

Amount -

E-S.O.R. Item No. 26.10

Quantity-

Rate-

Amount -

Supplying and laying following sizes one number PVC insulated/ XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as required.

Quantity-

Rate-

Amount -

3 x 10 sq. mm

Quantity-

Rate-

Amount -

As per S.O.R. Item No. 17.5.7

Quantity200

Rate25600

Amount 128

Supplying and fixing of following sizes 'B' class G I pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as required.

Quantity-

Rate-

Amount -

E-S.O.R. Item No. 26.4.5

Quantity-

Rate-

Amount -

40 mm dia.

Quantity130

Rate38480

Amount 296

Supplying and fixing of following sizes GM gate valve ISI mark in the suction/ delivery line etc. as required.

Quantity-

Rate-

Amount -

As per S.O.R. Item No. 26.7.5

Quantity-

Rate-

Amount -

40 mm dia.

Quantity2

Rate1318

Amount 659

Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long screws etc. complete:

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 19.11.4 Page No. 178

Quantity-

Rate-

Amount -

32 mm nominal

Quantity2

Rate296

Amount 148

Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 19.9.4 Page No. 177

Quantity-

Rate-

Amount -

32 mm dia. nominal bore

Quantity300

Rate81600

Amount 272

Making connection of G.I. distribution branch in G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: (dia of main line to be measured)

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 19.10.2 Page No. 178

Quantity-

Rate-

Amount -

32 mm nominal bore

Quantity2

Rate448

Amount 224

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 1.1.1, Page No.9

Quantity-

Rate-

Amount -

Column Foundation

Quantity20.25

Rate3746

Amount 185

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 3.1.3, Page No.23

Quantity-

Rate-

Amount -

Column Foundation

Quantity2.03

Rate6029

Amount 2970

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 3.2.1, Page No.23

Quantity-

Rate-

Amount -

Column Footing

Quantity1.73

Rate-

Amount -

Column upto G.B.L.

Quantity0.36

Rate-

Amount -

Ground Beam

Quantity1.23

Rate-

Amount -

Column above G.B..

Quantity0.43

Rate-

Amount -

Top Beam

Quantity0.62

Rate-

Amount -

Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawingsincluding cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 3.12.1, Page No.24

Quantity-

Rate-

Amount -

Qty.taken From Item No.3

Quantity436.46

Rate23787

Amount 54.5

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

Quantity-

Rate-

Amount -

(a) Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 2.1.1, Page No.16

Quantity-

Rate-

Amount -

Column Footing

Quantity5.76

Rate-

Amount -

Ground Beam

Quantity8.22

Rate-

Amount -

(b) Columns, Pillars, Piers and likes- rectangular or square in shape

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 2.1.5, Page No.16

Quantity-

Rate-

Amount -

Column upto G.B.L.

Quantity6

Rate-

Amount -

Column above G.B.

Quantity7.2

Rate-

Amount -

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 2.1.8, Page No.16

Quantity-

Rate-

Amount -

Top Beam

Quantity4.11

Rate-

Amount -

Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 1.17, Page No.11

Quantity-

Rate-

Amount -

Back Filling of Foundation

Quantity-

Rate-

Amount -

Total Qty. of Excavation

Quantity20.25

Rate-

Amount -

Deduction of Qty. P.C.C.

Quantity-2.03

Rate-

Amount -

Deduction of Qty. R.C.C.

Quantity-3.28

Rate-

Amount -

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in : Cement Mortar 1:6 (1 cement : 6 coarse sand)

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 7.5.4, Page No. 45

Quantity-

Rate-

Amount -

Below Ground Beam

Quantity0.75

Rate-

Amount -

Above Ground Beam

Quantity3

Rate-

Amount -

Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:4 (1 cement : 4 fine sand).

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 11.1.2, Page No.103

Quantity-

Rate-

Amount -

Ground Beam

Quantity8.22

Rate-

Amount -

Column

Quantity2.88

Rate-

Amount -

Top Beam

Quantity4.11

Rate-

Amount -

Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand).

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 11.2.3, Page No.103

Quantity-

Rate-

Amount -

Boundary wall

Quantity15

Rate-

Amount -

Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand)

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 11.3.3, Page No.103

Quantity-

Rate-

Amount -

Boundary wall

Quantity15

Rate-

Amount -

Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc.complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Quantity-

Rate-

Amount -

B-S.O.R. Item No.14.16.1, Page No.133

Quantity-

Rate-

Amount -

6 mm thick plaster area

Quantity24.01

Rate-

Amount -

12 mm thick plaster area

Quantity17.74

Rate-

Amount -

15 mm thick plaster area

Quantity17.74

Rate-

Amount -

Cost of Boundary wall 13.70 Meter Length Rs

Quantity-

Rate87152

Amount -

Cost of Boundary wall 1.00 Meter Length Rs

Quantity-

Rate6361

Amount -

Hence Cost of Boundary wall 1119.00 Meter Length Rs

Quantity-

Rate7118518

Amount -

(E) Total Rs

Quantity-

Rate7118518

Amount -

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 1.1.1, Page No.9

Quantity-

Rate-

Amount -

Column Foundation

Quantity13.23

Rate2447

Amount 185

Extra for every additional lift of 1.5 m or part thereof. All types of soils

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 1.6.1., Page No.10

Quantity-

Rate-

Amount -

Column Foundation

Quantity5.29

Rate1119

Amount 211.5

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 3.1.3, Page No.23

Quantity-

Rate-

Amount -

Column Foundation

Quantity1.76

Rate-

Amount -

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 3.2.1, Page No.23

Quantity-

Rate-

Amount -

Column Footing

Quantity1.29

Rate-

Amount -

Column upto G.B.L.

Quantity0.9

Rate-

Amount -

Ground Beam

Quantity1.53

Rate-

Amount -

Column above G.B..

Quantity2.16

Rate-

Amount -

Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawingsincluding cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 3.12.1, Page No.24

Quantity-

Rate-

Amount -

Qty.taken From Item No.4

Quantity1778.81

Rate96945

Amount 54.5

Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

Quantity-

Rate-

Amount -

(a) Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 2.1.1, Page No.16

Quantity-

Rate-

Amount -

Column Footing

Quantity2.88

Rate-

Amount -

Ground Beam

Quantity5.1

Rate-

Amount -

(b) Columns, Pillars, Piers and likes- rectangular or square in shape

Quantity-

Rate-

Amount -

As per S.O.R. Item No. 2.1.5, Page No.16

Quantity-

Rate-

Amount -

Column upto G.B.L.

Quantity6

Rate-

Amount -

Column above G.B.

Quantity14.4

Rate-

Amount -

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 1.17, Page No.11

Quantity-

Rate-

Amount -

Back Filling of Foundation

Quantity-

Rate-

Amount -

Total Qty. of Excavation

Quantity18.52

Rate-

Amount -

Deduction of Qty. P.C.C.

Quantity-1.76

Rate-

Amount -

Deduction of Qty. R.C.C.

Quantity-3.33

Rate-

Amount -

Providing and making 18mm thick cement plaster in two coats with under layer of 12mm thick plaster 1:5 (1 cement : 5 fine sand) and top layer of 6mm thick with cement plaster 1:3 (1 cement : 3 fine sand) finished rough with sponge.

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 11.8, Page No.104

Quantity-

Rate-

Amount -

Column

Quantity14.4

Rate-

Amount -

Providing and fixing M.S. round holding down bolts with nuts, washer and plate in cement concrete complete.

Quantity-

Rate-

Amount -

As per S.O.R. Item No. 9.7, Page No.80

Quantity-

Rate-

Amount -

25 mm dia. Foundation bolt

Quantity32.34

Rate2312

Amount 71.5

Quantity-

Rate-

Amount -

As per S.O.R. Item No.9.3.1, Page No.80

Quantity-

Rate-

Amount -

Main Gate

Quantity1000

Rate88500

Amount 88.5

Sign Board

Quantity2000

Rate181600

Amount 90.8

Painting on new work (two or more coats) to give an even shade with:Satin synthetic enamel paint

Quantity-

Rate-

Amount -

B-S.O.R. Item No.14.22.1, Page No.134

Quantity100

Rate5500

Amount 55

Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Quantity-

Rate-

Amount -

B-S.O.R. Item No.14.16.1, Page No.133

Quantity-

Rate-

Amount -

Column

Quantity14.4

Rate-

Amount -

Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly leveling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 204 Item No. 22.1

Quantity-

Rate-

Amount -

Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:

Quantity-

Rate-

Amount -

B-S.O.R. Page No. 207 Item No. 22.25

Quantity-

Rate-

Amount -

Hedges like Alife, Dorenta, Tikoma etc

Quantity50

Rate420

Amount 14

Hibiscus (Flower)/ Rose

Quantity50

Rate1325

Amount 26.5

Providing and fixing in position chain linked steel wire fabric made of 4 mm dia G.I. wire of required width in mesh to concrete/ wooden/ angle iron posts including securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins etc., complete. Aperture 50x50mm

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 9.43.1, Page No.84

Quantity-

Rate-

Amount -

Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm Pigment Coloured (rubber mould) precast interlock concrete blocks

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 12.65.2, Page No.120

Quantity-

Rate-

Amount -

providing and placing in position angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for required length and drilling holes upto 10 mm dia as per requirement including priming coat with red oxide zinc chromate primer and placing the post/ strut in cement concrete block.

Quantity-

Rate-

Amount -

B-S.O.R. Item No. 9.45, Page No.85

Quantity-

Rate-

Amount -

Supplying erection testing and commissioning of hot dipped galvanised (single dip 86 micron) 20 metre High mast pole on existing RCC foundation with all accessories and equipments, detailed as below to withstand wind pressure upto 180km/hr and minimum following specifications:

Quantity-

Rate-

Amount -

a) HM shaft made of not more than 2 sections of suitable lengths with telescopic stressfit joints between sections without any circumpherencial welding, sheet thickness 4mm top and bottom sections, nominal dia 460mm on bottom and 150 mm on top, base plate 30mm thick 670mm dia, PCD of foundation bolts 650mm. b) Double drum winch for lowering & raising of lantern carriage on high mast with operatable with power tool/ manual handle attachment with a torque limiting device for safe locking of carriage. c) Raising/lowering type lantern carriage designed to carry specified nos of luminaries, control gear box, junction box.

Quantity-

Rate-

Amount -

d) Top pulley assemble with weather proof cover. e) 3 Nos suitable length and size stainless steel wire ropes (minimum 6mm dia and 7/19 construction) for lowering & raising of lantern carriage. f) Suitable size and length multicore flexible copper power trailing cable (minimum 3 core 4 sqmm) g) Hinged service door in base section h) Base plate earthing terminal. i) Suitable arrangement for supply distribution with termination of suitable size underground cable in high mast. j) Lightning conductor finial made of 25mm dia 300 mm long G.I. tube having single prong. k) Anchor plate of size 750x750x6mm, tem-plates 3mm thick, GI foundation bolts 12 Nos of 30 mm dia 850 mm long (EN 8 Grade) along with nuts washers etc. (RCC fooundation and luminaries will be paid separately)

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E-S.O.R. Item 21.19

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Amount 261603

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(A) Construction of 3No. x 3600 M.T. = 10800 M.T. Capacity Godown

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(B) Construction of Internal C.C. Road with Culvert and Utility Service

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(D) Construction of External Water Supply and Water Arrangement (150 mm diameter Drilling of Bore well with Installation of Pump Set)

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(E) Construction of Boundary wall Length 1119.00 Meter

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(F) Construction of Main Gate and Sign Board Breadth 8.50 Meter

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(G) Landscaping and Plantation

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(H) High Mast Light System

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Say Rs

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SUB ENGINEER

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C.G.STATE AGRICULTURAL

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MARKETING BOARD BILASPUR

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DISTT. - BILASPUR (C.G.)

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