Sewerage Interception and diversion works under Swachh Bharat Mission for Municipal Corporation Mandi Distt. Mandi

Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand:3 crushed stone agg.20mm nominal size )& curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:

In foundation and plinth in all leads and lifts.

Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level in all leads and lifts

Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level in all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frames 30x30x5mm, so as to give a fair finish including centring, shuttering ,strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced concrete and plain concrete work in:-

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster,buttresses, plinth and string courses and the like in all leads and lifts.

Flat surfaces such as soffits of suspended floors, roofs landings and the like: floors etc. up to 200 mm in thickness in all leads and lifts.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level in all leads and lifts.

Applying cement Slurry on RCC Slab or Cement Concrete work.

Providing and fixing CI Rungs complete in all aspects.

Providing and fixing Steel fibre reinforcement concrete (SFRC) manhole cover and frame conforming to IS-12593(Part-I)1988 and IS 12592-1991 Part-II with latest ammendments 560mmdia (Medium duty)in all leads and lifts.

Providing, Laying, jointing and testing in trenches Centrifugally cast (Spun) ductile iron pipes conforming to BIS-8329-2000 ( latest with up to date ammendments) in length of 5.50 mtr.class K7 with cement mortar lining in side duly ISI marked including cost of Tyton (Push or joints) fittings including testing of joints and rubber gasket(S&R quality)conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separately) in all leads and lifts. (i) 150mm dia

Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting i/c testing of the joints, cost of rubber gasket (EDPM Quality) conferming to IS 3382 (Lastest edition /amendments) complete in all respect with in all leads and lifts.and as per latest amendments or Edition.

Providing and fixing SMC Panel water tank on PCC base along with floating valve, complete in all aspects.

Providing and fixing Cast Iron Gate Sluice Valve (Flanged) confirming to IS 4846 with flange Table -5 including welding of flanges, Nuts & Bolts and Gasket etc. The sluice valve conforming to (IS:210 GR FG-200) class PN 1.00. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge., (i) 65mm nominal bore

Providing, Laying in trenches, galvanized mild steel tubes (light grade), tube fittings (earth work in trenches to be measured & paid for separately) (i) 25mm nominal bore (LR)

Stone Soiling properly hand packed filling interstes with kharunja stone and consolidation with power road roller to the required gradient and chamber i/c spreading, watering and rolling of hinding material or earth work.

Providing and laying cement concrete 1:5:10 (1cement:5 sand:10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually by 150mm to 300mm as per HPPWD specifications in all leads and lifts.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3coarse sand) : 6 graded stone aggregate 40 mm nominal size)

Providing and applying tack coat with Bitumen Emlusion (RS-I) 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 technical specification Clause 503. in all respects and to the entire satisfation of Engineer-in-Charge.

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. in all respects and to the entire satisfation of Engineer-in-Charge.

Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm agrregates either using penetration gradeb bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base and including mixing in a suitable plant, laying and rolling with 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 В ог Type C as per Technical specification clause 508

Providing, Supplying and fixing of Precast RCC Manhole Chamber of internal size 600x600 mm, including ISI marked heavy-duty RCC manhole cover and frame conforming to IS: 12592 (Part 2) – 2002, complete in all respects and to the entire satisfation of Engineer-in-Charge.

Repair of PWD Road Damaged During Laying of Sewer line in all respects and to the entire satisfation of Engineer-in-Charge.

Please Enable Macros to View BoQ information

Terms and conditions

The work shall be executed as per HPIPH specifications, CPHEEO manual with latest amendments on sewerage and sewage treatment, relevant IS codes and to the entire specification of the Engineer-in-Charge.

All rates should be inclusive of all taxes i/c G.S.T.

Security, Income tax ,G.S.T, labour cess and surcharge as applicable under various clauses of form PWD 6&12 will be deducted from the each running bill of the contractor by Executive Engineer under building and other construction for workers welfare cess act 1996.

The Cement & steel shall be issued by the department from JSV Divisional Store Raghunath Ka Padhar Mandi Cement @ 354/- per bag, Steel Rs.7320/-only per qtl. against proper indent thereafter carriage of material to the site of work and storage/ watch and ward of issued material shall be responsibility of the contractor in all leads and lifts by all means of transport shall be born by the contractor.

The DI & HDPE Pipe Shall be provided by the Contractor at their own Cost.

All machineries/equipments required for laying/hoisting of pipe line will be arranged by the contractor/firm at its own cost and nothing extra shall be paid on this account.

The firm shall make all the arrangement for working during night hours at its own cost.

The rates of all the items shall be inclusive of the carriage of all the materials to charged all leads and lifts to the site of work.

Only crushed well graded stone aggregate shall be allowed in concrete

The final payment will be made to the contractor after testing/completion of work.

The firm/contractors has to submit its working schedule of various components by proposing/completion target dates of each component and adhered to these target strictly. also get it approved from Engineer-in-charge. before start of the work.

Nothing shall be paid for rejected work/material

No deviation shall be allowed without the prior permission of the Engineer-in-charge.

To provide D.I. pipe "HP JSV" engraved on each pipe after every one meter of Jindal / Tata/ Electro steel make as per NIT specifications and to the entire satisfaction of the Engineer-in-Charge.