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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. ( DSR-2.8.1 ) |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No 4.1.10) |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.(DSR No. 5.22.6) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR - 5.1.2) |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) ( DSR - 5.2.2) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Chimeny (DSR No. 5.9.11) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(DSR - 5.9.2) |
| 8 | SUPPLY OF 28 MM. DIA M.S. ANCHOR BOLTS (CONFORMING TO IS 266) 900 MM. LONG WITH BASE PLAT E (75X75X6MM) WELDED WITH ANCHOR BOLTS INCLUDING ITS THREADING UPTO A LENGTH OF 10CM. AND ALSO SUPPLY OF A PAIR OF GALVANIZED STANDARD NUTS WITH THREADING INCLUDING SUPPLY OF 5 M M THICK WASHER AND COST OF LABOUR, MATERIAL & T&P FOR PROPER COMPLETION OF WORK(NSI NO - 9.12) |
| 9 | FIXING AND GROUTING 28 MM BOLTS IN PROPER ALIGNMENT LEVEL AND SETOUT WITH HELP OF A TEMPLATE COMPLETE INCLUDING SUPPLY OF ALL LABOUR & T&P ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK.(LABOUR RATES ONLY) . (NSI NO - 9.13) |
| 10 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)(DSR No 13.16.1 ) |
| 11 | Neat cement punning. (DSR No .13.18) |
| 12 | CHAMPERING THE EDGE OF CONCRETE IN AUXILIARY STRUCTURE, OF SIZE 25 MM WIDE IN TRIANGULAR S ECTION INCLUDING ALL MATERIALS, LABOUR & T&P ETC COMPLETE. (NSI NO.11.18) |
| 13 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR No 2.27) |
| 14 | 4.0 CM THICK 1:1.5:3 PLAIN CEMENT CONCRETE FLOOR WITH CEMENT, APPROVED COARSE SAND & 2CM G RADED APPROVED STONE BALLAST LAID IN PANELS FINISHED WITH 3MM FLOATING COAT OF NEAT CEMENT OR CEMENT AND MARBLE DUST IN RATIO OF 5:1 AS SPECIFIED AND REMOVING ANY OVERLAPPING MORTA R AT THE JOINTS OF THE PANELS IF ANY AND GIVING THEM A UNIFORM FINISH INCLUDING SUPPLY OF ALL MATERIALS, LABOUR AND T&P ETC, REQUIRED FOR PROPER COMPLETION OF THE WORK. WITHOUT BAS E CC . (NSI NO. 12.28) |
| 15 | FIXING OF TEMPLATE IN POSITION LEVEL AND ALIGNMENT FOR GROUTING OF ANCHOR BOLT IN MAIN GA NTRY (LABOUR RATE ONLY). (NSI NO. 9.31) |
| 16 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil ( DSR-2.6.1 ) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (DSR - 5.9.6) |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (DSR - 5.9.1) |
| 19 | FIXING AND GROUTING 25 MM DIA M.S. ANCHOR BOLT IN PROPER ALIGNMENT LEVEL AND SETOUT WITH T HE HELP OF A TEMPLATE INCLUDING SUPPLY OF ALL LABOUR T&P ETC. REQD. FOR PROPER COMPLETION OF THE WORK. (LABOUR RATES ONLY) . (NSI NO. 9.15) |
| 20 | FIXING OF TEMPLATE IN POSITION LEVEL AND ALIGNMENT FOR GROUTING OF ANCHOR BOLT IN AUXILIARY STRUCTURE (LABOUR RATE ONLY). (NSI NO. 9.32) |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No 4.1.2) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts (DSR No 4.3.3) |
| 23 | SUPPLY OF 25 MM DIA.M.S. ANCHOR BOLTS (CONFORMING TO IS-226) 500 MM LONG WITH BASE PLATE (50X50X6 MM)WELDED WITH ANCHOR BOLTS,INCLUDING ITS THREADING UPTO A LENGTH OF 10CM. AND GA LVANIZING UPTO 15CM FROM TOP, ALSO SUPPLY OF A PAIR OF GALVANIZED STANDARD NUTS WITH THREA DING INCLUDING SUPPLY OF 5MM THICK WASHER AND COST OF LABOUR MATERIAL AND T&P ETC. REQUIRE D FOR PROPER COMPLETION OF THE WORK. (NSI NO. 9.14) |
| 24 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR - 6.1.1) |
| 25 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) (DSR - 13.4.1) |
| 26 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR. 10.1) |
| 27 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (DSR-11.3.1) |
| 28 | PLACING OF TRENCH COVER OF ALL SIZE IN PROPER POSITION INCLUDING TRANSPORTATION FROM DIFFERENT PLACES WITHIN THE S/S AREA INCLUDING ALL LABOUR, T&P ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK AS PER DIRECTION OF ENGINEER - IN - CHARGE. (NSI NO. 20.11) |
| 29 | PAINTING LETTERS & NUMBER OVER CABLE TRENCH COVER OR OTHER PLACES WITH THE HELP OF STENCIL S INCLUDING PAINTING OF BASE OF 150 MM. DIA OF ONE COAT OF PRIMER AND TWO COATS OF SUPERIO R QUALITY SYNTHETIC ENAMEL PAINT SIZE OF LETTER TO BE 60 MM. X 10 MM. INCLUDING COST OF AL L MATERIALS LABOUR AND T&P ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK INCLUDING PLACI NG OF TRENCH COVERS IN REQUIRED POSITION (NSI NO. 13.28) |
| 30 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture( DSR.13.62.1) |
| 31 | FIXING AND GROUTING OF TRENCH EDGING IN PROPER LEVEL AND ALIGNMENT INCLUDING COST OF ALL LABOUR, AND T&P ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK BUT EXCLUDING COST OF C.C . (LABOUR RATES ONLY) . (NSI NO. 9.30) |
| 32 | FIXING OF CABLE TRENCH RACKS IN PROPER POSITION AND ALIGNMENT INCLUDING COST OF ALL LABOUR , MATERIAL AND T&PETC. REQUIRED FOR PROPER COMPLETION OF THE WORK (LABOUR RATE ONLY). (NSI NO. 9.33) |
| 33 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No 4.1.8) |
| 34 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:1:6 (1cement : 6 coarse sand).(DSR 11.1.2) |
| 35 | Providing and laying C.C. pavement of mix M-20 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately)(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).(DSR 16.76) |
| 36 | Dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the Engineer - in - charge. Including all labour and T&P etc. required for proper completion of the work. (NSI No. 15.13) |
| 37 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.(DSR - 15.3) |
| 38 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar (DSR -15.7.4) |
| 39 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.(DSR-2.31) |
| 40 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. (DSR-2.25) |
| 41 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.(DSR 2.25a) |
| 42 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.(DSR 2.36) Please Enable Macros to View BoQ information Special Condition :- |
| 43 | Tenderers are required to quote their offer as “above / at par / below” in the estimated cost. |
| 44 | The rates are to be filled up in figures and words both. |
| 45 | Departmental rates are exclusive of GST.GST will be borne by department as per applicable rules. Labour Cess, Royalty and all other Taxes are liable to be paid by Firm/Contractor. |
| 46 | In case of any discrepancy between the language of the items of bill of quantity and that of PWD the later shall prevail. |
| 47 | Tenders are advised to visit the site of work and make themselves acquainted with the site conditions. No claim whatsoever shall be entertained after submission of tender. |
| 48 | Quantities are approximate and may vary up to any extent on either side as per requirement of the site conditions in the direction of Engineer-In-charge or may not be executed at all for which no extra claim shall be entertained. |
| 49 | All above works shall be executed as per U.P.P.W.D/ U.P.P.T.C.L. specification or as directed by Engineer-In-charge. |
| 50 | The work may be carried in energized s/s area having high voltage installation contractor must employee trained supervisor & labour to work in such electrical/ hazardous area. All risk to men & materials shall be contractor's resposibilitiy |
| 51 | All risk to men, labour & materials shall be contractor’s responsibility. |
| 52 | All materials shall be arranged by the contractor’s at his own cost. |
| 53 | No handling charges of T&P and labour will be paid for extended period of contract, if any. |
| 54 | Rates quoted by Tenderer will remain firm till completion of scope of work of contract. |
| 55 | Contractor shall register his labour engaged in construction work in the office of Dy. Labour Commissioner ¼Hkou ,oa vU; lfUuekZ.k deZdkj ¼fu;kstu rFkk lsok ‘krZ fofu;eu½ v/khfu;e 1996. |
| 56 | Testing of material if any, required expenditure shall be borne by the contractor. Nothing shall be paid extra by the department. |
| 57 | Contractor has to made available 12 No cube at site and will frequently fill the cube at site. Accordingly cube test report will be submitted by contractor at his own cost. Final bill of work will be paid to contractor only after he will submit all satisfactory test result from authorized lab. |
| 58 | The contractor should have all related T&P like as concrete mixture, Needle & Surface vibratory, Slump test equipment & survey equipment etc. |
| 59 | Contractor has to put up all relevant drawing to SE (Civil) Prayagraj for approval at his own cost; nothing shall be paid extra for it. |
| 60 | As per G.O No. 622/23-12-2012-2. Audit/08 TC dt. 08 June 2012, Contractor has to deposit extra Security/ Performance guarantee, if the tendered rates are found below to the department rates. |
| 61 | As per section 171 of CGST Act, 2017 Any reduction in rate of tax on any supply of goods or service or the benefit of input tax credit shall be passed on the recipient by way of commensurate reduction in prices. Hence supplier/manufacturer to ensure to pass the benefit of reduced prices to UPPTCL, Further price quoted by supplier/Manufacturer is subject to scrutiny under above section” |
| 62 | Security of work will be released after six month from the date of completion of the work if no defect has been found after six month. |
| 63 | All the civil work carried out in potable water on contractor own cost. No Payment will made by department. However in case of departmental water supply 1.5% deduction will be made from contractor’s bill for water charges for the item which involve water consumption. |
| 64 | The bill Processing / Payment will be done according to existing UPPTCL Rule of ERP Portal. |
| 65 | If Tender has been cancelled after inviting due to any reason between tender call to final process, the tender cost will not refund to contractor, only EMD Will be refunded to Firm. |
| 66 | The 60% amount of brick available from dismantaling shall be recovered @ Rs. 3744.00/thousand + GST to Firm/Contractor. |
| 67 | The 30% amount of brick available from dismantaling shall be recovered as brick bats @ Rs. 1680.00/Cum + GST to Firm/Contractor. |
| 68 | The amount of Steel available from dismantaling will be recovered @ Rs. 20.00/KG + GST to Firm/Contractor. |
| 69 | Replaced CP Bib cock/piller cock/brass bib cock shall be recovered @ Rs. 25.00/each + GST to Firm/Contractor. |
| 70 | Old door and windows, shutter with chaukhat shall be recovered @ Rs. 70.00/Sqm. + GST to Firm/Contractor. SIGNATURE OF TENDERER / AUTHORISED PERSON ALONGWITH SEAL OF THE FIRM Name ……………………………..………..... Full Postal Address:………………………. ………………………………………………….. Phone No……………….. Mob. No………… |
