Repair and maintenace of residential accommodation at Polie line Solan

Amount

Demolition above G.L. upto all floor level including disposal of unserviceable materials with in all lead in reinforced cement concrete upto 15cm(fifteen centimeter) thickness as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of materials in all leads and lifts.

Demolition of RCC work above ground level upto all floors heights including disposal of unserviceable materials within all lead and including cutting the necessary reinforcement and separating out from R.C.C. works as per HP.PWD specification , including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Excavation in foundation and trenches in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock, with chiseling and wedging out of rock;(where blasting is prohibited) and their intermediate classification of soils including ,dewatering wherever required, setting out to required lines, levels as shown on the drawing and as directed by the Engineer-in- Charge at site, according to the H.P.PWD.specification of 1990 volume-I and sorting out useful & unuseful materials and stacking the same in all leads and lifts and leveling of surplus excavated earth on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by mechanized means and labour (if any required) .All usefull materials, such as stones, shingles, aggregate and slates shall be sorted along road side to the maximum possible extent in all leads and lifts through all modes of transportation. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects, including all incidental charges.

Earthwork in excavation for all type of road structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge if the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring, rain seepage and other causes, it shall be removed by the suitable diversion, bailing out or de watering as directed and the area of the foundation shall be kept dry. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.

Providing form work with steel plates 3.15 (Three point One Five ) millimetres thick welded with angle iron in frame 30*30*5 (Thirty into Thirty into Five ) millimetres, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies in all heights of propping and centering below supporting floor to ceiling and removal of the same in-situ-reinforced concrete in:

Flat surfaces such as soffits of suspended floor, roofs, landings and the like floors etc. up to 200mm (two hundred millimeters) in thickness.

Vertical surfaces such as walls (any thickness partitions and the like i/c attd. Buttresses, pilasters plinth and string courses and the like.

Edges of slabs and breaks in floors and walls under 20 (Twenty) centimeters wide.

Chullah hoods, weather shades, chhajjas, corbels etc. including edges.

Providing and laying cement concrete 1:4:8 [ One cement isto Four sand isto Eight graded crushed hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed, and curing complete , excluding cost of form work in foundation and plinth, as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying cement concrete 1:6:12 [One cement isto Six sand isto Twelve graded crushed hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed and curing complete, excluding cost of form work in foundation and plinth, as per H.P.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position including cost of binding wire complete as per structural drawing in all floors up to all heights and levels, as per direction of Engineer-in-Charge and as per HP.PWD. specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying cement concrete work 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) michamically mixed and vibrated for compacting concrete and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Wall Staining as per H.P. PWD. specification 1990 volume - I, including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and laying cement concrete 1 :1.5 :3 [ One cement isto One and half sand isto Three graded hard stone aggregate 20 (Twenty) millimeters nominal size] conforming to grade M-25 (M-Twenty Five) mechanically mixed and vibrated and curing complete, excluding cost of form work and reinforcement for reinforced concrete work in Suspended Floors, roofs and landing, shelves and their support in all floors up to all heights and level, as per H.P. PWD. specification 1990 volume - I, including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Second class bricks work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (One cement isto Six sand) in all depths and levels as per drawing and as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One),including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Second class half brick work using common burnt clay building bricks above plinth level in all floors up to all heights and levels in cement mortar 1:4 (One cement isto Four sand) as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. The rate comprising of octroi, royality, Malkana toll tax, sale tax or any other taxes imposed by the Government.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought tocourses)with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12(1cement:6sand:12 geraded stone agg. 20mm nominal size)at plinth level in cement mortar 1:6(1cement :6sand) as per H.P.PWD. Specification 1990 volume- I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm(six hundred millimeter) 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 (one two zero four point threepoint eight) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Boulder filling dry hand packed tightly under floor as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

40 (Forty) millimeters thick Cement concrete flooring in 1:2:4 (One cement isto Two sand isto Four graded crushed haed stone aggregate 20 (twenty) millimeters nominal size) laid in One layer finished with floating coat of neat cement in all floors up to all heights, levels complete as per HP.PWD. specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One),including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

15mm (fifteen milimeters) Cement plaster in cement mortar 1: 5 (one cement isto five sand) in single coat on fair side of brick/concrete/stone walls for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental charges.

6 (Six) millimeters thick plaster to ceiling in cement mortar 1:3(One cement isto Three sand) in all floors up to all heights and levels, as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

15 (Fifteen) millimeters thick cement plaster in single coat on the rough side of brick/concrete/ stone walls for interior plastering up to all heights including arrises. Internal rounded angles, chamfers and/or rounded angles not exceeding 80(Eighty) millimeters in girth and finished even and smooth in cement mortar 1:6 (One cement isto Six sand), as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.

One extrs subsiquent coat of white washing with lime on wall surfaces as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

Finishing wall with water proof cement paint of approved brand and manufacture and of required shade on undecorated wall surface with two coats to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials as per HPPWD specification 1990 ( One thousand nine hundred ninety) volume-1 ( One) including carriage of all equipments and labour to various locations through all modes of transportation in all leads and lifts as per direction of engineer in charge.

Providing plinth protection 50mm (fifty millimeter) thick in cement concrete 1:3:6 (one Cement : three Sand : six graded stone aggregated 20mm (twenty millimeter) nominal size) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing under layer for plinth protection of 75 (Seventy Five) millimeters thick (unconsolidated) bed dry brick /stone aggregate 40 (Forty) millimeters nominal size well rammed and consolidated and grouted with fine sand including preparation of ground, as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete as per direction of Engineer in Charge and as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

150mm (one hundred fifty milimeters) dia

110mm (one hundred ten milimeters) dia

Providing and fixing sand cast / cast iron spun spigot and socket soil, waste and ventilating pipes (Lead caulked joints to be measured and paid for separately) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location of site through all modes of transportation in all leads and lifts, including all iincidential charges.

100mm(hundred milimeters) nominal size

75 mm (seventy five milimeters) nominal size

50 mm (fifty milimeters) nominal size

Providing and fixing Cast iron cowl 75mm nominal diameter as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location of site through all modes of transportation in all leads and lifts, including all iincidential charges.

Providing lead caulked joints to sand cast iron cast (sun) iron pipes and fittings including testing of joints as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location of site through all modes of transportation in all leads and lifts, including all iincidential charges.

100mm nominal size diameter

75mm nominal size diameter

Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete in all respects as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

150mm (One hundred fifty milimeters) dia.

110 mm (one hundred ten milimeters)dia.

Providing and fixing PVC cowl 100mm nominal diameter as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location of site through all modes of transportation in all leads and lifts, including all iincidential charges.

Constructing manhole having Inside size 800mmx800mm and 1000mm deep including C.I. cover with frame (light duty single seal pattern-I) 455 mm X 610 mm internal diamensions total weight of cer and frame to be not less than 38 kg (weight of cober 23 kg. and weight of frame 15 kg) with 200mm thick walls of brick masonary using common burnt clay building bricks in cement mortar 1:3 (1 cement : 3 sand) with R.C.C. top slab in 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4;8 ( icement ; 4 sand : 8 graded stone aggregate 40 mm nomonal size), inside plastering 15mm thick with cement mortar 1:3 (1 cement : 3 sand) and finished with floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished smooth complete including curing and testing including carriage of materials within all leads and lifts .

Supplying cast iron cover without frame for manholes For frame of internal dimension 455mmx610mm (four hundred fifty five into six hundred ten millimeter) rectangular C.I. Cover (light duty single seal pattern-1) the weight of cover to be not less than 23kg. (twenty three kilogramme) or less than 58kg (fifty eight kilogramme) as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.

Nitin Bhasin

suman kumar sharma

BHUPENDER SINGH THAKUR