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| Sl. No. | Item Description |
| 1 | Excavation in earth work in in hilly area all height and depths and in all kinds of soils including saturated soil comprising of mixed soil oridinary rock and hard rock. All works road rock cutting by blasting shall be carried out by taking all necessary precutions against soil erosion damage to hill side water pollution etc, and to protect stability of hill side.Rock shall be excavated with chieseling and wedging out rock( where blasting is prohibited).All earth work in cutting/ excavation, including rock excavation shall be carried out true to lines grades sides slopes,width, camber,super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge in confirmity with the requirement of technical specification of Rural road August 2004(Two thousand four) and clause 16.2 (Sixteen point two)of general conditions for contract to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut material and specificed manner, trimming,filling of unvenness blindage and finishing of the road to specified diamensions including disposal of surplus materials with all leads, and lifts at the locatuion specified in the tender document or as directed by the Engineer-in-Charge for smooth riding.The recovery for stones whether useful or not i.e. 2605.68( Two thousand six hundred five point sixty eight) only per cubic metre shall be effected on pro-rata basis @ of Rupees 300.00 (Three Hundred ) only per Cubic Metre.Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor,which shall have to be duly compensated by him at his own cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 2 | Excavation in foundation,trenches etc. in earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including dewatering where ever required,setting out to required lines,levels as shown on the drawings and as directed by the Engineer-in-Charge at site, according to the HPPWD specification of 1990-Volume-I, and shorting out useful and un-useful materials and stacking the same in all leads,lifts and transportations of the usefull materials for filling in roadways embankments for grades improvements and levelling to required grades and then disposing of surplus excavated earth in acquired width of road on or approved dumping sites through all modes of transpsportation including head load animal load or mechanical means alongwith its levelling fine dressing and all labour, mechnieries materials,tools,equipments and incidental necessary to complete the work by mechanized means and labouor(if any required).All useful materials such as stone single, aggregate and slates shall be sorted out and stacked along road side to the maximuim possible extends in all leads,lifts through all modes of transportation and all others incidental charges any loss to the public and private properities during the course of execution and disposal of serviceable and un-serviceable materials shall be the absolute responsibility of the contractors and shall have to be duly compensated by him in all respect including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 3 | Providing and laying plain cement concrete 1:6:12 (One cement is to six sand is to twelve graded hard crushed stone reinforcement aggregate 40mm ( Forty milimetre)nominal mix) mechanically mixed and viberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road clause 802,803,1202 & 1203 and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge ( For C.D works) |
| 4 | Providing and laying concrete for plain/reinforced concrete 1:4:8 (One cement is to four sand is to eight graded hard crushed stone aggregate 40mm nominal size) mechanically mixed and viberated in OPEN foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge .(For Retaining Structure R/Wall) |
| 5 | Providing and laying concrete for plain/reinforced concrete 1:4:8 (One cement is to four sand is to eight graded hard crushed stone aggregate 40mm nominal size) mechanically mixed and viberated in OPEN foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge .(For Retaining Structure B/Wall) |
| 6 | Providing and laying concrete for plain/reinforced concrete 1:4:8 (One cement is to four sand is to eight graded hard crushed stone aggregate 40mm nominal size) mechanically mixed and viberated in OPEN foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge .(For CD works) |
| 7 | Providing and laying concrete for plain/reinforced concrete 1:4:8 (One cement is to four sand is to eight graded hard crushed stone aggregate 40mm nominal size) mechanically mixed and viberated in OPEN foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge .(For CD Repair works) |
| 8 | Providing and laying concrete for plain/reinforced concrete 1:4:8 (One cement is to four sand is to eight graded hard crushed stone aggregate 40mm nominal size) mechanically mixed and viberated in OPEN foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge .(For Cause way works) |
| 9 | Providing and laying plain cement concrete M-10(M-Ten) 1:3:6 (One cement is to three sand is to six graded hard crushed stone aggregate nominal mix) 20mm (Twenty milimetre by mechanically mixed and viberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge (For C.D Works). |
| 10 | Providing and laying plain cement concrete M-10(M-Ten) 1:3:6 (One cement is to three sand is to six graded hard crushed stone aggregate nominal mix) 20mm (Twenty milimetre by mechanically mixed and viberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge (For CD Repair works). |
| 11 | Providing and laying plain cement concrete M-10(M-Ten) 1:3:6 (One cement is to three sand is to six graded hard crushed stone aggregate nominal mix) 20mm (Twenty milimetre by mechanically mixed and viberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge (For Slab Culvert). |
| 12 | Providing and laying plain cement concrete M-10(M-Ten) 1:3:6 (One cement is to three sand is to six graded hard crushed stone aggregate nominal mix) 20mm (Twenty milimetre by mechanically mixed and viberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge (For V-Shape Drain). |
| 13 | Providing and laying plain cement concrete M-10(M-Ten) 1:3:6 (One cement is to three sand is to six graded hard crushed stone aggregate nominal mix) 20mm (Twenty milimetre by mechanically mixed and viberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge (For Road Furniture). |
| 14 | Providing and laying concrete for plain/reinforced concrete R.C.C. M-20 (M-Twenty) ( C.C. 1:2:4) (One cement is to two sand is to four graded hard crushed stone aggregate nominal mix) 20mm (Twenty milimetre) by mechanically mixed and viberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802,804,805,806,807,1202 & 1204 (Eight hundred two, Eight hundred four, Eight hundred five, Eight hundred six,Eight hundred seven, One thousand two hundred two & One thousand two hundred four) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge (For 2.00 mtr span culvert). |
| 15 | Providing and laying concrete for plain/reinforced concrete P.C.C. M-20 (M-Twenty) ( 1:2:4) (One cement is to two sand is to four graded hard crushed stone aggregate nominal mix) 20mm (Twenty milimetre) by mechanically mixed and viberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802,804,805,806,807,1202 & 1204 (Eight hundred two, Eight hundred four, Eight hundred five, Eight hundred six,Eight hundred seven, One thousand two hundred two & One thousand two hundred four) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge (For Paver Block). |
| 16 | Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specificaition clause 1204.3.8 ,Granular material as per design including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. (For Retaining structure in PCC). |
| 17 | Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specificaition clause 1204.3.8 ,Granular material as per design including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. (For Retaining structure in R/R masonry). |
| 18 | Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specificaition clause 1204.3.8 ,Granular material as per design including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. (For C.D works). |
| 19 | Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specificaition clause 1204.3.8 ,Granular material as per design including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. (For 2.00 mtr slab culvert). |
| 20 | Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specificaition clause 1204.3.8 ,Granular material as per design including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. (For Cause way). |
| 21 | Construction of dry rabble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clauses 704.6 and 1302.5 (Seven hundred four point six and One thousand three hundred two point five) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. (For Retaining structure in R/R masonry R/Wall). |
| 22 | Construction of dry rabble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clauses 704.6 and 1302.5 (Seven hundred four point six and One thousand three hundred two point five) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. (For Retaining structure in R/R masonry B/wall). |
| 23 | Providing weep holes in brick masonry/stone masonry plain cement concrete , wing wall, retun wall with 100 mm ( One hundred milimetre) dia PVC pipe extended thorugh the full width of the structure with slop of one in vertical and Twenty in horizontal towards drawing face complete as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 614,709,1204.3.7 (Six hundred fourteen, Seven hundred nine, One thousand two hundred four point three point seven ) and curring complete including the cost of form work and haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. ( For Retaining structru in PCC) |
| 24 | Providing weep holes in brick masonry/stone masonry plain cement concrete , wing wall, retun wall with 100 mm ( One hundred milimetre) dia PVC pipe extended thorugh the full width of the structure with slop of one in vertical and Twenty in horizontal towards drawing face complete as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 614,709,1204.3.7 (Six hundred fourteen, Seven hundred nine, One thousand two hundred four point three point seven ) and curring complete including the cost of form work and haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. ( For Retaining structru in PCC B/Wall) |
| 25 | Providing weep holes in brick masonry/stone masonry plain cement concrete , wing wall, retun wall with 100 mm ( One hundred milimetre) dia PVC pipe extended thorugh the full width of the structure with slop of one in vertical and Twenty in horizontal towards drawing face complete as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 614,709,1204.3.7 (Six hundred fourteen, Seven hundred nine, One thousand two hundred four point three point seven ) and curring complete including the cost of form work and haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. ( For Retaining structru in R/R Masonry R/Wall) |
| 26 | Providing weep holes in brick masonry/stone masonry plain cement concrete , wing wall, retun wall with 100 mm ( One hundred milimetre) dia PVC pipe extended thorugh the full width of the structure with slop of one in vertical and Twenty in horizontal towards drawing face complete as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 614,709,1204.3.7 (Six hundred fourteen, Seven hundred nine, One thousand two hundred four point three point seven ) and curring complete including the cost of form work and haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. ( For C.D Works) |
| 27 | Providing weep holes in brick masonry/stone masonry plain cement concrete , wing wall, retun wall with 100 mm ( One hundred milimetre) diaPVC pipe extended thorugh the full width of the structure with slop of one in vertical and Twenty in horizontal towards drawing face complete as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 614,709,1204.3.7 (Six hundred fourteen, Seven hundred nine, One thousand two hundred four point three point seven ) and curring complete including the cost of form work and haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. ( For 2.00 mtr span Slab Culvert) |
| 28 | Providing weep holes in brick masonry/stone masonry plain cement concrete , wing wall, retun wall with 100 mm ( One hundred milimetre) dia PVC pipe extended thorugh the full width of the structure with slop of one in vertical and Twenty in horizontal towards drawing face complete as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 614,709,1204.3.7 (Six hundred fourteen, Seven hundred nine, One thousand two hundred four point three point seven ) and curring complete including the cost of form work and haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. ( For Cause way) |
| 29 | Providing and laying of boulder apron laid in wire crates with 4mm dia ( Four milimetre) dia G.I.wire conforming to I.S. 280 ( Two hundred eighty) and I.S. 4826 ( four thousand eight hundred twenty six) in 100 mm x 100mm mesh (One hundred into one hundred milimetre)(woven diagonally] including 10 (Ten) percent extra for laps and joints laid with stone boulders weighing not less than 25kg (Twenty five kilogramme) each as per drawing and technical speciation clause 1301 (One thousand three hundred one) including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.( For Wire crate Retaining wall) |
| 30 | Providing and laying of boulder apron laid in wire crates with 4mm dia ( Four milimetre) dia G.I.wire conforming to I.S. 280 ( Two hundred eighty) and I.S. 4826 ( four thousand eight hundred twenty six) in 100 mm x 100mm mesh (One hundred into one hundred milimetre)(woven diagonally] including 10 (Ten) percent extra for laps and joints laid with stone boulders weighing not less than 25kg (Twenty five kilogramme) each as per drawing and technical speciation clause 1301 (One thousand three hundred one) including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.( For Wire crate Retaining wall dumping site) |
| 31 | Stone masonry in cement mortor for substructure complete as per drwaing and technical specification clause 702,704,1202 and 1204 (Seven hundred two, Seven hundred four< One thousand two hundred two and One thousand two hundred four)in Randum rubble masonry in cement mortor 1:6 ( One Cement :Six sand)and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge ( For Retaining structure in R/R masonry in R/Wall) |
| 32 | Stone masonry in cement mortor for substructure complete as per drwaing and technical specification clause 702,704,1202 and 1204 (Seven hundred two, Seven hundred four< One thousand two hundred two and One thousand two hundred four)in Randum rubble masonry in cement mortor 1:6 ( One Cement :Six sand)and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge ( For Retaining structure in R/R masonry in B/wall) |
| 33 | Providing and laying reinforced cement concrete pipe NP2 for,culverts on first class bedding of granular material in signle row including fixing collar with cement mortar 1:2 (one cement isto two sand)but excluding excavation protection works back filling concrete and masonry works in head walls and parapets clause 1108. RCC pipe NP2 900mm (nine hundred milimetre) dia as per design including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. ( For C.D works) |
| 34 | Providing and laying reinforced cement concrete pipe NP2 for,culverts on first class bedding of granular material in signle row including fixing collar with cement mortar 1:2 (one cement isto two sand)but excluding excavation protection works back filling concrete and masonry works in head walls and parapets clause 1108. RCC pipe NP2 900mm (nine hundred milimetre) dia as per design including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. ( For Repair in C.D works) |
| 35 | Supplying and fitting and placing and position HYSD (Fe-500) (High yield strength Deformed) bars reinforcement, including cost of binding wire in superstructure complete as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 1002,1010 and 1202 (One thousand two , One thousand ten , One thousand two hundred two ) and curring complet including the cost of form work and hauling carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge ( For 2.00 mtr span Slab Culvert) |
| 36 | Providing concrete for plain/reinforced concrete in R.C.C. grade M-25 1:1.5:3 ( One cement is to One and half sand is to three graded hard stone aggregate by mechanically mixed and viberated in Superstructure or similar works complete works as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 800 ,1205.4 and 1205.5 (Eight hundred, One thousand two hundred five point four and One thousand two hundred five point five) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge (For 2.00 mtr span culvert). |
| 37 | Drainage spous complete as per drawing and technical specifications and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge |
| 38 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size 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 including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge |
| 39 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification of Ministery of rural Development for rural roads August 2004 (Two thousand four) clause 1701(One thousand seven hundred one) including the cost of form work and hauling carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge ( For 2.00 mtr span Slab Culvert) |
| 40 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade (Forty three grade)cement or any other type as per Clause 1501.2.2( One thousand five hundred one point two point two)M30 (M-Thirty)(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,(Twenty five milimetre) mixed in a concrete mixer of not less than 0.2 cumZero point two cubic metre) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron (One hundred twenty five) Micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concreteincluding the cost of form work and hauling carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge ( For Cause way) |
| 41 | Preparation of sub grade by dressing to camber ( earth work for the cutting involved for sub-grade to be paid for seperately depending upon the classification of soil) complete as per drawings and technical specification of ministery of rural Development for rural road and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge |
| 42 | Consolidating of sub-grade with road roller including making good the undulationetc. with earth or quarry soil etc. and rerolling the sub-grade completed as per drawings and technical specification of ministery of rural Development for rural road and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge |
| 43 | Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD Specifications 200mm (Two hundred milimeter) spread thickness (Finished work including labour and materials as per drawings and technical specification of ministery of rural Development for rural road and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge ( For 2.00 mtr Slab Culvert) |
| 44 | Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD Specifications 150mm (One hundred fifty milimeter) spread thickness (Finished work including labour and materials as per drawings and technical specification of ministery of rural Development for rural road and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge ( For Cause way) |
| 45 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail 70CM above road / ground level fixed on ISMC series channel vertical post 150X75X5 mm , spaced 2.0m centre to centre, 1.80m high, 1.1m below ground/road level , all steel parts and flaments to be galvanized by hot dip process, a fitting to confirm to I.S 1367 and IS 1364, metal beam rail to be fixed on the vertical post with a space of channel section 150X75X5 mm, 300mmlong complete as per clause 810. |
| 46 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm (M-40)as per drawing and Technical Specification Clause 1504 and hauling carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge |
| 47 | Construction of sub grade and earthen shoulders with approved material 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 including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 48 | Construction of granular Sub base by Providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per technical Specification clause 401 as per Technical specification clause 405( four hundred five) by all means including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. For Paver Block (150mm (One hundred fifty milimetre) thick) |
| 49 | Construction of granular Sub base by Providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per technical Specification clause 401 as per Technical specification clause 405( four hundred five) by all means including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. For Sub-grade & sub base ( 150mm (One hundred fifty milimetre) thick) |
| 50 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(GII) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. For pave block (75mm (Seventy Five milimetre) thick) |
| 51 | Providing , laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness,hand packing , rolling with three wheel 80-100kn ( eighty-One hundred kn) static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill- up the interstices of coarse aggregate ,watering and compacting to the required density Grading -ll (Three) , 63mm to 45mm (Sixty three milimetre to forty fiver milimetre) (as per Technical specification clause 405( four hundred five) by all means including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. For pave block (75mm (Seventy Five milimetre) thick) |
| 52 | Providing , laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness,hand packing , rolling with three wheel 80-100kn ( eighty-One hundred kn) static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill- up the interstices of coarse aggregate ,watering and compacting to the required density Grading -lll (Three) , 53mm to 22.4mm ( fifty three milimetre to twenty two point four milimetre) (as per Technical specification clause 405( four hundred five) by all means including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. (75mm (Seventy Five milimetre) thick) |
| 53 | Providing and applying primer coat with bitumen emlusion (SS-I) 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 mechnical means as per Technical specification clause 502 including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 54 | Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm on the preparred dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification clause 503. including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 55 | Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507.complete in all respects including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 56 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, zycotherm or equvelent brand @ 0.10% by weight of bitumen, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. 30mm (Thirty milimetre) thick |
| 57 | Providing and fixing of typical NABARD informatory sign board with logo as per MORD specifications and drawing.Three MS plates of 1.6mm One point six milimetre) thick top and middle plate duly welded with MS flat iron 25X5mm Twenty five into twenty five milimetre) size on edges, the lower plate will be welded with MSangle iron frame of the lower most plate will be welded with MS angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2(Two) nos 75X75mm Seventy five into seventy five milimetre) of12 (Twelve) SRG sheet tubes posts duly embeded in cement concrete M15(M-Fifteen) grade blocks of 450X450X600mm Four hundred fifty into four hundred fifty into six hundred milimetre)below ground level.The top most diamond plate will be welded to middleplate by 47X47mm(Forty seven into forty seven milimetre) of 12(Twelve)SWG steel plate tube.All MS will be stove enameled on bothsides.Lettering and printing arrows border etc.wkill be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxty paint as per drawing clause 1701 (One thousand seven hundred one)and Annexure 1701.1.(One thousand seven hundred one point one)complete in all respects including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 58 | Providing and erecting direction and place identification retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, ( One thousand seven hundred one point two point three)fixed over aluminium sheeting, 2 mmTwo milimetre) thick with area exceeding 0.9 (Zero point nine)sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm (Seventy ive into seventy five into six milimetre)firmly fixed to the ground by means of properly designed foundation with M-15 )M-Fifteen)grade cement concrete 450 x 450 x 600 mm, 600 mm Four hundred fifty into four hundred fifty into six hundred milimetre)below ground level as per approved drawing and Technical Specification Clause 1701 (One thousand seven hundred on)complete in all respects including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 59 | Providing and erecting direction and place identification retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, ( One thousand seven hundred one point two point three)fixed over aluminium sheeting, 2 mmTwo milimetre) thick with area exceeding 0.9 (Zero point nine)sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm (Seventy ive into seventy five into six milimetre)firmly fixed to the ground by means of properly designed foundation with M-15 )M-Fifteen)grade cement concrete 450 x 450 x 600 mm, 600 mm Four hundred fifty into four hundred fifty into six hundred milimetre)below ground level as per approved drawing and Technical Specification Clause 1701 (One thousand seven hundred on)complete in all respects including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 60 | Providing & Fixing stone (precast) Reinforced cement concrete M15 (fifteen) grade stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and M.O.R.D 2014 Technical Specification Clause 1703 including carriage of materials with in all leads and lifts and other incidentals as per the direction of the Engineer -in -Charge. The rate including octroi, royality, Malkana, toll tax ,or other taxes imposed by the Govement. But excluding GST |
| 61 | Ordinary Kilometer Stone (Precast) |
| 62 | 200 m stone (precast) |
| 63 | 5th kms stone |
| 64 | Providing and laying hot applied thermoplastice compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35 the finished surface to be levelled uniform and free from streaks and holes complete in all respects. including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 65 | Providing and fixing of road stud 100x 100 mm, (One hundred into One hundred milimetre) die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60mm (Sixty milimetre) and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 (Eight hundred seventy three part 4:1973 (part for: One thousand nine hundred seventy three)complete in all respects. including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 66 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm(Fifteen centemetre) wide strips, fitted with 80 x 100 mm (Eighty into one hundred milimetre)rectangular or 75 mm (Seventy five milimetre) dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 (Seventy nine)and the drawings.complete in all respects. including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 67 | Routine Maintenance after completion of construction work including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For Ist year |
| 68 | Routine Maintenance after completion of construction work including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 2nd year |
| 69 | Routine Maintenance after completion of construction work including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 3rd year |
| 70 | Routine Maintenance after completion of construction work including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 4th year |
| 71 | Routine Maintenance after completion of construction work including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge For 5th year Please Enable Macros to View BoQ information |
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