NIT NO:1007/SBM/2026 RAIPUR DATED:23.02.2026

OFFICE OF RAIPUR MUNICIPAL CORPORATION (C.G.)

SWACHH BHARAT MISSION

Name OF Work :- Construction of shed at secondary collection point

S.NO. REF.NO. PARTICULAR OF ITEM No. L. B. D./H. QTY RATE UNIT AMOUNT

1 1.1 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.

1.1.1 In all types of soils. 8*3 0.90 0.90 0.90 17.50 Cum 0.00

2 1.26 Carriage by mechanical transport upto 5 km lead:

3 3.1 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.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). 8*3 0.90 0.90 0.10 1.94 Cum 0.00

4 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 8*3 0.90 0.90 0.25 4.86

5 3.12. 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:

3.12.1 Thermo-Mechanically treated bars FE 415 8.51 100 kg/cum 850.50 Cum 0.00

6 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. 4x24 0.45 0.75 32.40 Sqm 0.00

7 1.18 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.

8 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of thesheetand polyester top coat 15-18 microns. 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 byEngineer-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.

8 9.3 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 oxidezinc chromate primer.

9.3.1 Electric resistance or induction butt welded tubes Grade-250 1.00 19.95 25.00 498.75

Note:- Rate provided in above Estimate is based on S.O.R. for Building Works for P.W.D. in Force from 1st january 2015 issued by Engineer in Chief P.W.D. Raipur (C.G.)

OFFICE OF RAIPUR MUNICIPAL CORPORATION (C.G.)

SWACHH BHARAT MISSION

Name OF Work :- Construction of shed at secondary collection point

S.No. Description Unit Qty Rate Amount

1 1.1 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.

1.1.1 In all types of soils. Cum 291.82 17.496 9.14 0 274.32 0

2 1.26 Carriage by mechanical transport upto 5 km lead: 0 0

3 3.1 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. 0 0

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). Cum 35.42 1.944 1.12 0 33.48 0

4 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concete mixer in all works upto plinth level excluding cost of form work. 0 0

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). Cum 101.09 8.505 3.09 0 92.58 0

5 3.12. 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: 0 0 0

3.12.1 Thermo-Mechanically treated bars FE 415 Cum 11974.50 850.5 370.80 0 11124 0

6 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 0 0 0

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. Sqm 250.80 32.4 7.28 0 218.4 0

7 1.18 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. Cum 9.22 9.216 0 0

8 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of thesheetand polyester top coat 15-18 microns. 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 byEngineer-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. sqm 498.75 498.75 0 0 0

9 9.3 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 oxidezinc chromate primer. 0 0

9.3.1 Electric resistance or induction butt welded tubes Grade-250 kg 19950.00 19950 0 0

10 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape Sqm 172.80 5.76 0 172.8 0

11 2.1.8 Beams, lintels, cantilevers & walls P/B Sqm 50.40 1.68 0 50.4 0

12 7.4 Brick work with modular well burnt (open bhatta) clay bricks of crushingstrength not less than 20 kg/sqcm and water absorption not more than 25% in foundation and plinth in: 0.00 0 0 0

7.4.1 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Cum 15.12 0.50 0 15.12 0

13 7.6 Extra for brick work in superstructure above plinth level for every floor orpart thereof in addition to rate for foundation and plinth: Cum 2.16 0.07 0 2.16 0

14 11.2 Providing and making 12mm thick cement plaster of mix: 0.00 0 0 0

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) Sqm 505.80 16.86 0 505.8 0

15 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. kg 8074.08 269.14 0 8074.08 0

16 3.13 Providing and laying damp proof course (upto 50mm thick) with plaincement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work. Cum 2.52 0.08 0 2.52 0

17 14.9 Applying one coat of cement primer on wall surface. Sqm 604.80 20.16 0 604.8 0

18 14.15 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: 0.00 0 0 0

14.15.1 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) Sqm 604.80 20.16 0 604.8 0

19 14.18 Painting on new work (two or more coats) to give an even shade with: 0.00 0 0 0

14.22.1 Satin synthetic enamel paint Sqm 226.80 7.56 0 226.8 0

Borewell 0 22002.06 0

20 21.17 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) point 3.00 0 0

21 21.1 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 strata, preparing and submitting strata chart/bore log, including hire & different 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. 0

22 21.1.2 Rocky strata including Boulders. Metre 400.00 0

23 21.6 Supplying, assembling, lowering and fixing in vertical position in bore well,slotted casing pipe made from ISI marked G.I. 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 (having slot of size 1.6/3.2 mm), of reputed and approved make, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge 0

21.6.3 150 mm nominal dia metre 390.00

24 21.12 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete

21.12.3 150 mm clamp. Nos. 3.00

25 21.10 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 Hours 3.00

26 NON SOR Providing Supplying, Testing & comissioning of Fixing 3.0 H.P. Summersible Pump Fitting With 10.00 Sqmm Cable Wire & Electric wood Board Hours 3.00

OFFICE OF RAIPUR MUNICIPAL CORPORATION (C.G.)

SWACHH BHARAT MISSION

ABSTRACT & DETAILED ESTIMATE FOR BOREWELL

[As Per Building S.O.R. 1/01/2015]

Sr. ITEM NO. DESCRIPTION OF ITEM NO. LENGTH IN M. WEDTH IN M. DEPTH IN M. QTY. UNIT RATE AMOUNT

1 21.17 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)

2 21.1 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 strata, preparing and submitting strata chart/bore log, including hire & different 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.

3 21.1.2 Rocky strata including Boulders.

4 21.6 Supplying, assembling, lowering and fixing in vertical position in bore well,slotted casing pipe made from ISI marked G.I. 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 (having slot of size 1.6/3.2 mm), of reputed and approved make, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge

21.6.3 150 mm nominal dia 3 130.00 390.00 metre

5 21.12 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete

21.12.3 150 mm clamp. 3 3.00 Nos.

6 21.10 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

7 NON SOR Providing Supplying, Testing & comissioning of Fixing 3.0 H.P. Summersible Pump Fitting With 10.00 Sqmm Cable Wire & Electric wood Board

NON S.O.R. 3 3.00 Nos.

Note:- Rate provided in above Estimate is based on S.O.R. for Building Works for P.W.D. in Force from 1st january 2015 & Electrical SOR 01.06.2020 issued by Engineer in Chief P.W.D. Raipur (C.G.)

MUNICIPAL CORPORATION RAIPUR

ABSTRACT & DETAILED ESTIMATE FOR CONST. OF BOUNDRY WALL AT SECONDARY COLLECTION POINT

[As Per Building S.O.R. 1 /01 /2015]

Sr. ITEM NO. DESCRIPTION OF ITEM NO. LENGTH IN M. WEDTH IN M. DEPTH IN M. QTY. UNIT RATE AMOUNT

1 1.1 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.

1.1.1 In all types of soil

2 3.1 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.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

3 3.2 Providing and laying nominal mix reinforced cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mmnominal size).

Column Below Plinth 4 0.20 0.20 0.70 0.11

Column Above Plinth 4 0.20 0.20 1.80 0.29

4 3.12 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:

3.12.1 Thermo-Mechanically treated bars FE 415 3.09 x 120 kg/Cum 370.80 Kg 54.50

5 2.1 Providing and fixing form work including centring, shuttering, struttingstaging, propping bracing etc. complete and including its removal at all levels, for:

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

Column upto p.L. 16 0.20 0.70 2.24

6 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

7 2.1.8 Beams, lintels, cantilevers & walls

8 7.4 Brick work with modular well burnt (open bhatta) clay bricks of crushingstrength not less than 20 kg/sqcm and water absorption not more than 25% in foundation and plinth in:

7.4.1 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) 3 2.80 0.20 0.40 0.50 Cum 3263.00

9 7.6 Extra for brick work in superstructure above plinth level for every floor orpart thereof in addition to rate for foundation and plinth:

10 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 6 2.8 0.60 10.08

11 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

12 3.13 Providing and laying damp proof course (upto 50mm thick) with plaincement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

13 14.9 Applying one coat of cement primer on wall surface.

14 14.15 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:

14.15.1 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)

15 14.18 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint 3 2.80 0.90 7.56

TOTAL COST FOR 1.00 M. LENGTH

TOTAL COST FOR 300 M. LENGTH AMOUNT IN ONE LOCATION