NIT 1207 Renewal / Strengthening Road Under MMGSVY PKG No MMGSY- KNKR-M-02, District-Kanker

rduhdh izfrosnu

1 lM+d dk uke :- tquokuh ls rkalh

2 yackbZ fd-eh- :- 3-800 fdeh- ¼ch-Vh- & 3-800 fdeh- ,oa lh-lh- & 0-000 fdeh-½

3 fodkl[k.M :- pkjkek

4 ftyk :- mRrj cLrj dkadsj

5 dk;Z dk uke :- tquokuh ls rkalh lM+d dk ejEer ,oa la/kkj.k dk;Z

6 vuqekfur ykxr :- 127-51 yk[k ¼la/kkj.k lfgr½

7 lM+d dk;Z dh orZeku HkkSfrd fLFkfr ,oa vko';d ejEer@lq/kkj dk;Z dh vko';drk :- mDr lM+d iz/kkuea=h xzke lM+d ;kstuk ds varxZr Lohd`r o"kZ 2005&06 esa iSdst dz- lh-th-&08&20 dk fuekZ.k fnukad 28-05-2007 dks fd;k x;k FkkA vuqca/kkuqlkj 05 o"kZ fu;fer la/kkj.k dky fnukad 28-05-2012 dks lekIr gks x;k gSA rr~ i'pkr~ uohuhdj.k varxZr Lohd`r o"kZ 2013&14 esa iSdst dz- lh-th-&08&20 ¼5½ ,e01 dk uohuhdj.k fnukad 18-03-2015 dks fd;k x;k FkkA vuqca/kkuqlkj 05 o"kZ fu;fer la/kkj.k dky fnukad 18-03-2020 dks lekIr gks x;k gSA la/kkj.k vof/k lekfIr i'pkr~ vkt fnukad rd fu;fer la/kkj.k u gks ikus ,oa ;krk;kr ;Fkkor~ tkjh jgus ds dkj.k lM+d {kfrxzLr gqbZ gS] ftlesa 3-800 fdeh- yackbZ esa ejEer@lq/kkj dk;Z dh rRdky vko';drk gSA

8 izkDdyu esa izko/kku :- 1- lM+d dh iwjh yackbZ esa >kfM+;ksa dh dVkbZ ,oa ?kkl dh lQkbZ dk izko/kku fd;k x;k gSA 2- lM+d dh iwjh yackbZ esa {kfrxzLr 'kksYMj esa eq:e Mkyus dk izko/kku fd;k x;k gSA 3- lM+d esa dqN LFkkuksa ij x<~<s gksus dkj.k MCY;w-ch-,e- isp dk izko/kku fd;k x;k gSA 4- 3-80 fdeh- eas izkbZe dksV] Vsd dksV] ih,elh ,oa lhy dksV dk izko/kku fd;k x;k gSA 5- fdeh- LVksu] ehVj LVksu vkSj lwpuk iVy] lkbZu cksMZ yxkus dk izko/kku fd;k x;k gSA 6- vkj-Mh- 2900 eh- esa 1-50 eh- LikWu Lysc dyoVZ dk izko/kku fd;k x;k gSA

9 dk;Z ls ykHk :- tquokuh ls rkalh ekxZ esa rkalh dks eq[; ekxZ ls tksM+us lqpk: :i rFkk ekudksa ds vuqlkj gksus ls mDr clkgVksa ds vkokxeu] f'k{kk] LokLF; rFkk O;olk; ds fy;s ykHkdkjh gksxkA

10 nj :- dk;Z dk izkDdyu NRrhlx<+ 'kklu iapk;r ,oa xzkeh.k fodkl foHkkx ds varxZr Nxxzklfov jk;iqj ds izpfyr ,l-vks-vkj- ¼22 Qjojh 2018 ls izHkko'khy½ dh njks ,oa ekidksa ds vuq:i fd;k x;k gSA

11 vuq'kalk :- vuqca/kkuqlkj uohuhdj.k la/kkj.k dh vof/k lekIr gksus ds i'pkr~ yxkrkj lM+d la/kkj.k dk;Z u gksus ds dkj.k {kfrxzLr lM+d esa rRdky vko';d ejEer@lrg uohuhdj.k dh vko';drk gSA vr% izkDdyu iz'kkldh; Lohd`fr dh dk;Zokgh gsrq vuq'kaflr gSA

LFky fujh{k.k izfrosnu

1 lM+d dk uke :- tquokuh ls rkalh

2 yackbZ fd-eh- :- 3-800 fdeh- ¼ch-Vh- & 3-800 fdeh- ,oa lh-lh- & 0-000 fdeh-½

3 fodkl[k.M :- pkjkek

4 ftyk :- mRrj cLrj dkadsj

5 dk;Z dk uke :- tquokuh ls rkalh lM+d dk ejEer ,oa la/kkj.k dk;Z

6 vuqekfur ykxr :- 127-51 yk[k ¼la/kkj.k lfgr½

7 fujh{k.k fnukad :-

8 Date of Hand Over :-

tquokuh ls rkalh lM+d dk fujh{k.k esjs }kjk fnukad ------------------------- dks fd;k x;kA orZeku esa lM+d ds iw.kZ yackbZ esa >kM+h 'kksYMj oklvkmV gks x;k gS rFkk dqN&dqN LFkkuksa ij MCY;w-ch-,e- m[kM+ jgk gSA jksM QuhZpj] fdeh- LVksu ,oa 200 ehVj LVksu Hkh yxk;k tkuk izLrkfor gSA bl lM+d esa fu;fer ;krk;kr gsrq 'kksYMj fuekZ.k ,oa iwjh yackbZ esa ch-Vh- ejEer dh vko';drk gS rFkk vkj-Mh- 2900 eh- esa 1-50 eh- LikWu Lysc dyoVZ dh vko';drk gSA

MUKHYA MANTRI GRAM SADAK YOJNA

CHHATTISHGARH RURAL ROAD DEVLOPMENT AGENCY, PIU-01, KANKER

Name of Road :- Amabeda Road to Semargaon

Package No - MMGSY-KNKR-M02

Block :- Antagarh

Length :- 1.375 Km.

S.N. S.O.R. Item Qty Rate Unit Amount

1 3.4(ii) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) Deduct if vibratory roller not used in (i) & (ii) 2739.95 222.00 Sqm 608269

2 3.12 (B) Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) 1031.25 223.00 Sqm 229969

3 6.1 Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. 30.00 5889.00 Cum 176670

4 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 .

(i) 5th Kilometer Stone (precast) 0.00 3947.00 Each 0

(ii) Ordinary Kilometer Stone (Precast) 3.00 2292.00 Each 6876

(iii) 200 m stone (precast) 5.00 660.00 Each 3300

5 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. (A) Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board G Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 1.90 5285.00 Sqm 10020

6 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings 2.00 6626.00 Each 13252

7 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded wer most plate and flat diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be 1.00 18610.00 Each 18610

8 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 2.00 14010.00 Each 28020

9 7.1 (I) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, i. Upto 3 m depth 2399.91 394 Cum 945565 2106 4506

10 7.1 (II) (II) Ordinary rock (not requiring blasting) i. Upto 3 m depth 12.24 493 Cum 6036

11 7.10 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, (I).P.C.C. grade M 10, (i) Nominal mix (1:3:6) 294.34 4614 Cum 1358077 280.8 575

12 7.18/ I Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m, (I) P.C.C grade M 15 (Nominal mix (1:2.5:5) 2595.79 4839 Cum 12561019 2184 4780

13 7.27/ II Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, (II) R.C.C M 25 (Design mix) 33.12 6498 Cum 215230

14 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 2.03 11782 Cum 23859

15 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 2.40 73,726 MT 176678

16 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 1002.00 317.00 No 317634 930 1932

17 7.23/ I Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (II) Granullar material 1124.49 1032.00 Cum 1160477 1012.05 2137

18 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 14.69 1751.00 Cum 25719

19 7.41/ III Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications 15.00 221.00 RM 3315

20 7.41/ IV Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. 15.00 50.00 RM 750

21 7.10 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5) 27.45 4,576.0 Cum 125612

Total Amount Construction 18014956

1 Ist year BT 0.000 Km

2 IInd Year BT 0.000 Km

3 IIIrd Year BT 0.000 Km

4 IVth Year BT 0.000 Km

5 Vth Year BT 0.000 Km

2 IInd Year CC 1.375 20500.00 Km 28188

3 IIIrd Year CC 1.375 20500.00 Km 28188

4 IVth Year CC 1.375 20500.00 Km 28188

Total Amount Maintenance 140938

Total Construction Cost & Maintenance 18155893

Grand Total :- 21423954

Say Amount in lakh :- 214.24

PRADHAN MANTRI GRAM SADAK YOJNA

CHHATTISHGARH RURAL ROAD DEVLOPMENT AGENCY, PIU-01, KANKER

Bill of Quantity of Renewal Maintenance

S.N. S.O.R. Item Qty Rate Unit Amount

1 2 3 4 5 6 7 BT CD RCC Drain

1 11.12 (III) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 18262.50 2.00 sqm 36525 58.61 6.12 38.55

2 11.2 (i) (I) Maintenance of shoulder (filling with fresh selected material) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 18262.50 44.00 Sqm 803550

3 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 750.00 52.00 Sqm 39000

4 11.5 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. 382.28 254.00 Sqm 97099

5 11.14 (1) (i) Periodical Renewal to existing bituminous surface 1. Open graded Premix carpet 20 mm thick (i) Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 13500.00 16.00 Sqm 216000

6 11.14 (1) (ii) (ii) Periodical Renewal to existing bituminous surface 1. Open graded Premix carpet 20 mm thick (ii) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. ii. Bitumen (VG-30) 14850.00 146.00 Sqm 2168100

7 11.14 (1) (iv) Periodical Renewal to existing bituminous surface 1. Open graded Premix carpet 20 mm thick (iv) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 13500.00 66.00 Sqm 891000

8 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 .

(i) 5th Kilometer Stone (precast) 0 4400.00 Each 0

(ii) Ordinary Kilometer Stone (Precast) 5 2633.00 Each 13165

(iii) 200 m stone (precast) 12 556.00 Each 6672

9 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. (A) Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board G Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 2.52 5675.00 Sqm 14301

10 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings 2 7951.00 Each 15902

11 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded wer most plate and flat diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be 1 16499.00 Each 16499

12 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 2 16818.00 Each 33636

13 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) 720.00 725.00 sqm 522000

Sub Total :- 4873449

Add 12 % GST 584814

Total Amount Construction 5458263

Ist year #REF! 23554.00 Km #REF!

IInd Year #REF! 47427.00 Km #REF!

IIIrd Year #REF! 58381.00 Km #REF!

IVth Year #REF! 69021.00 Km #REF!

Vth Year #REF! 79815.00 Km #REF!

Sub Total Maintanance :- #REF!

Add 12 % GST #REF!

Total Amount Maintenance #REF!

Grand Total :- Rs. #REF!

Say Amount in lakh :- #REF!