|
| 1 | 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 lift upto 1.5 m, as directed by Engineer-in-charge..Hard rock (blasting prohibited)(DSR 2.7.3) |
| 2 | 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 lift upto 1.5 m, as directed by Engineer-in-charge.. all kinds of soil.(DSR 2.8.1) |
| 3 | Providing and laying 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) in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(DSR 4.1.10)) |
| 4 | 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) |
| 5 | Providing and laying in position cement concrete of grade 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 4.1.2) |
| 6 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.2) |
| 7 | 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) |
| 8 | Providing and laying 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) in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level (DSR 5.1.2) |
| 9 | Reinforced cement concrete work 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) 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 : (DSR 5.2.2) |
| 10 | Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (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 mm thick washer and cost of labour, material & T&P for proper completion of work. (NSI No. 9.12) |
| 11 | 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 galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (NSI NO. 9.14) |
| 12 | Fixing and grouting 28 mm and above dia 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) |
| 13 | Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the 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) |
| 14 | Fixing of Template for auxiliary structure. (NSI NO. 9.32) |
| 15 | 12mm th. Plaster in 1:6 (DSR 13.4.2) |
| 16 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) of mix :(DSR 13.16.1) |
| 17 | Neat cement punning.(DSR 13.18) |
| 18 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (NSI No.11.18) |
| 19 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27) |
| 20 | 2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded 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 mortar 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 base CC. (NSI No. 12.26) |
| 21 | 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) |
| 22 | Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (NSI No. 13.28) |
| 23 | 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) |
| 24 | 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) |
| 25 | Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (NSI No. 9.31) |
| 26 | S&F of centring & shuttering for Foundations, footings, bases for columns.( DSR 5.9.1) |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns(DSR -4.3.1) |
| 28 | S&F of centring & shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts. ( DSR 5.9.6) |
| 29 | Fabrication of template for main gantry foundation including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor. (Labour rate only). (NSI No. 9.35) |
| 30 | Fabrication of template for auxiliary foundation including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor.(Labour rate only). (NSI NO. 9.36) |
| 31 | 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) |
| 32 | Demolishing brick work manually/ by mechanical means In cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.(DSR 15.7.4) |
| 33 | Demolishing Nominal cement concrete 1:3:6 or richer mix (i/c equivalent design mix)manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (DSR 15.2.1) |
| 34 | 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) |
| 35 | 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) |
| 36 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m all kinds of soil.(DSR 2.28.1) |
| 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 | 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) |
| 39 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR 15.60) Please Enable Macros to View BoQ information Special Condition :- |
| 40 | Tenderers are required to quote their offer as “above / at par / below” in the estimated cost. |
| 41 | The rates are to be filled up in figures and words both. |
| 42 | 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. |
| 43 | In case of any discrepancy between the language of the items of bill of quantity and that of PWD the later shall prevail. |
| 44 | 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. |
| 45 | 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. |
| 46 | 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. |
| 47 | 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 |
| 48 | All risk to men, labour & materials shall be contractor’s responsibility. |
| 49 | All materials shall be arranged by the contractor’s at his own cost. |
| 50 | No handling charges of T&P and labour will be paid for extended period of contract, if any. |
| 51 | Rates quoted by Tenderer will remain firm till completion of scope of work of contract. |
| 52 | 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. |
| 53 | Testing of material if any, required expenditure shall be borne by the contractor. Nothing shall be paid extra by the department. |
| 54 | 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. |
| 55 | The contractor should have all related T&P like as concrete mixture, Needle & Surface vibratory, Slump test equipment & survey equipment etc. |
| 56 | 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. |
| 57 | 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. |
| 58 | 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” |
| 59 | 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. |
| 60 | Only in case of non availability of Departmental water supply, the contractor will make his own arrangements. 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 |
| 61 | The bill Processing / Payment will be done according to existing UPPTCL Rule of ERP Portal. |
| 62 | 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. |
| 63 | The 60% amount of brick available from dismantaling shall be recovered @ Rs. 3744.00/thousand + GST to Firm/Contractor. |
| 64 | The 30% amount of brick available from dismantaling shall be recovered as brick bats @ Rs. 1680.00/Cum + GST to Firm/Contractor. |
| 65 | The amount of Steel available from dismantaling will be recovered @ Rs. 20.00/KG + GST to Firm/Contractor. |
| 66 | Replaced CP Bib cock/piller cock/brass bib cock shall be recovered @ Rs. 25.00/each + GST to Firm/Contractor. |
| 67 | 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………… |
