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| 1 | Clearing Grass and removal of rubbish…... ITEM NO-(2.2)PAGE NO-66 RCD,PART B,(CORRIGENDUM) |
| 2 | Excavation for structures(earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and other delerious matter, dressing of sides and bottom, backfilling the excavation earth to theextent required and utilising the remaining earth locally for road work(depth upto 3 m). …..(3.13)(i) A, PART B,(CORRIGENDUM),PAGE NO-70 |
| 3 | CONSTRUCTION OF GRANULAR SUB BASE III By mix in place method (construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per clause 401)for gradind III meterial .(4.1)B (iii)PART B,(CORRIGENDUM)PAGE NO-73 |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications P.C.C grade M 20 WITH MIX OF (1:1.5:3)..(12.8)B,PAGE NO-94,PART B, (CORRIGENDUM) |
| 5 | Providing and layingPITHING ON SLOPES LAID OVER PREPARED FILTER MEDIA INCLUDING BOULDER APRON LAID DRY IN FRONT OF TOE OF EMBANKMENT complete as per drawing and technical specifications stone boulder...(15.4)A,,PAGE NO-111,PART B, (CORRIGENDUM) |
| 6 | P.C.C 1:3:6) in foundation (plain cement concrete nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanical mixed, plaed in foundation and compacted by vibration including curing for 14 days.(12.4)PAGE NO-93 PART B, (CORRIGENDUM) |
| 7 | Providing stone masonarywork in C.M (1:3) in FOUNDATIONcomplete as drawing andtechnical specification Random Rubble Masonry (12.7)B, PART B,PAGE NO-93(CORRIGENDUM) |
| 8 | Random rubble stone masonary in C.M (1:3) in SUPERSTRUCTUREComplete as per drawing and technical specificatios(13.4)A,PAGE NO-103 ,PART B,(CORRIGENDUM) |
| 9 | Providing Plain reinforced cementconcrete in sub-structure complete as per drawing and technical specifications. P.C.C.Grade M -15. (Hieght up to 5 m).. (13.5)A,PAGE NO-103 PART B,(CORRIGENDUM) |
| 10 | Providing 25 mm thickwater proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound includingscreening,curing with all leads and lifts of water ,scaffolding taxes and royality all complete as per building specification and direction of E/I. ...5.7.16, PART A( common) ,PAGE NO-37 (CORRIGENDUM) |
| 11 | provinding weep holesin brick masonary plain reinforcement concrete abutment,wing wall ,retuer wall with 100 mm dai A.C PIPE.extending through the full width of the tructure with slope of 1v :20 H toward drawing foce.complete as per drawingand technical specifications.-(13.8) PART B,PAGE NO-104 (CORRIGENDUM) |
| 12 | Laying reinforeced cement concrete pipeNP-4 PRESTRSSED CONCRETE PIPE ONFIRST class bedding in single row . (Laying reinforced cement concrete pipe NP4 /prestressed concrete pipe for culverts on first class bending of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation works, backfilling, concrete and masonry works,in head wall and parapets)..(1000 mm dai)….(9.2) A ,PART B,PAGE NO- 88 (CORRIGENDUM) |
| 13 | Excavation for structure (Earth work in excavation of foundation of structure as per drawing and technical specificatio.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.). (depth up to 3 m)...(12.1)B,(i),PART B, PAGE NO-93 (CORRIGENDUM) |
| 14 | P.C.C.(1:3:6). In foundation( plainconcrete cement 1:3:6 nominal mix in foundation with crushed ,stone aggrigate 40 mm nominal sise mechanically mixed, placed in foundation and compacted by vibration incuding curring for 14 days).. (12.4) PART B,PAGE NO-93 (CORRIGENDUM) |
| 15 | Plain reinforcement cement concrete in open foundation complete as per drawing .P.C.C. grade M15. (12.8)PART B ,PAGE NO-93 (CORRIGENDUM) |
| 16 | Random rubblestone masonary in CM (1:3) in foundation complete as drawing and technicall specification.. (12.7)B, PART B,PAGE NO- 93 (CORRIGENDUM) |
| 17 | Random rnbble stone masonary in CM (1:3) IN superstrucre complete as per drawing and technical specifications.. (13.4)A,PART B,PAGE NO-103 (CORRIGENDUM) |
| 18 | Hire charge pumpset of capacity of 4000 litter /Hour..DSR PAGE NO- 3,item no- 0011 |
| 19 | Plain reinforced cement concrete in sub-structure complete as per drawing and technical specification using concrete mixer P.C.C. Grade M 15 ... (13.5)C,CASE-I,PART B, PAGE NO-103 |
| 20 | Furnishing and placing reinforced prestressed cement concrete in super-structure as per drawing and technical specification .R.C.C .grade M 20. (14.1)A CASE-I ,PART B,PAGE NO-106 (CORRIGENDUM) |
| 21 | providigand laying cenent concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications . (14.4) PART B,page no- 108 (corrigendum) |
| 22 | Construction of r.c.c railing of M-30 grade in situ with 20 mm nominal size aggrigate ,true to line and grade, tolurence of vertical r.c.cpost not exceed 1 in 500,center to center spacing between vartical post not to exceed 2000 mm,leaving adequate space between vartical fost for expansion complete as per approved drawing and technical spacification..(14.7) B,PART B,PAGE NO-108 (CORRIGENDUM) |
| 23 | providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand M.1.5.including screening, curing with all leads and lifts of water,scaffolding taxes and royality all complete as per building spesification and direction of E/I. (5.7.6) PART A, CORRIGENDUM (COMMON ITEM) PAGE NO-37 |
| 24 | providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone of fine sand paper,applying putty whereever ,scaffolding. washing of floor and taxes all complete as per building spesificationand direction of E/I .(5.8.21) BCD effact, june 2021 (PART B,)PAGE NO-60 CORRIGENDUM |
| 25 | providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paoer scaffolding curing and taxes all complete as per building specification and direction of E/I.. (5.8.24) BCD effact june 2021,(PART B)PAGE NO-60 CORRIGENDUM |
| 26 | (a) Supplyning, fitting and placing HYSD bar reinfocement in super stracture complete as per drawing and technical specification ..(14.2) (a) PART B,PAGE NO- 108(CORRIGENDUM) |
| 27 | Filling infoundation trenches and plinth in layer not exceeding 150 mm thick well watered ,remmed, fully compacted and fire dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 105 m all complete as per building specificationand direction of E/I..(Made of measurement compacted ).. (5.1.7) PART A, COMMON ITEM (CORRIGENDUM) PAGE NO-45 |
| 28 | Carriage of materials(i) CEMENT (lead 13 km ) |
| 29 | (II) SAND -10 KM |
| 30 | stone chips (iii) (Lead 22 K.M) |
| 31 | STONE METAL (vi) (Lead 22K.M) |
| 32 | Boulder (v) (Lead 22 K.M) |
| 33 | STEEL (LEAD 13 KM) |
| 34 | CHIPS DUSTAGGREGATE (LEAD 22 KM) |
| 35 | HUME PIPE(LEAD 22 KM) |
| 36 | SOLING BOULDER (LEAD 22 KM) |
| 37 | Add 12% GST |
| 38 | Add1 % Labour cess |
