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Government Of Haryana

Ambala, Haryana

  • Opening Date

    06 Aug 2019

  • Closing Date

    16 Aug 2019

  • Tender Amount

    ₹ 10,30,000

  • EMD

    ₹ 20,600

Summary

Dnit No 1 For Phesd No 4 Section 3 J E Darshan Lal Habitation Khan Ahmedpur And Toba Chargeable To Sop For Installation Of Additional Tubewells Covering 5 Nos Demands Of District Ambala Under Phed Ambala Cantt Civil Component Under Rural Aug Constr

Name of Work :- DNIT No.1 for (PHESD No.4, Section -3 J.E.- Darshan Lal) , (Habitation Khan Ahmedpur &Toba) chargeable to (SOP) for installation of additional tubewells covering 5 nos demands of Distt. Ambala under PHED Ambala Cantt ( Civil Component) (Under Rural Aug.) Construction of two nos tubewell chamber of size 10'x12' , boundary wall and laying, jointing testing and commissioning of connecting pipe and all other works contingent there to:- (for two nos W/W) Amount Rs. 10.30 Lacs. SUB WORK NO . 2 :CIVIL COMPONENT ( FOR HABITATION KHAN AHMEDPUR & TOBA) PHESD NO. : 4 Ambala Cantt. SECTION - : 3 J.E. : DARSHAN LAL, FINAL ABSTRACT OF COST (KHAN AHMEDPUR & TOBA) Name of head Description of work HSR Amount N.S Amount (in Rs.) ( in Rs.) Sub Head No.1. Tubewell chamber of size 10'x12 450818 0 ( Two nos) Sub Head No.2. Boundary wall ( Two nos W/W) 164209 0 SUB HEAD NO.3 Connecting pipe line ( HSR & N.S items) 209513 30000 ( Two nos Job) SUB HEAD NO.4 Construction of gravel pit, 94468 0 scour haudi and providing C.C. Path. ( Two nos Job) SUB HEAD NO.5 HSR item for Delivery pipe. 35205 0 ( Two nos Job) SUB HEAD NO.6 N.S item for Delivery pipe. 0 45900 ( Two nos Job) 954213 75900 Grand total:- 1030113 /- Say Rs. 10.30 Lacs. PUBLIC HEALTH ENGINEERING DIVISION AMBALA CANTT. CONTRACT OF SCHEDULE RATES/ITEMS RATES. C-4 (D) Machinery 600/110 Mtr 2019-20. Name of Work :- DNIT No.1 for (PHESD No.4, Section -3 J.E.- Darshan Lal) , (Habitation Khan Ahmedpur &Toba) chargeable to (SOP) for installation of additional tubewells covering 5 nos demands of Distt. Ambala under PHED Ambala Cantt ( Civil Component) (Under Rural Aug.) Construction of two nos tubewell chamber of size 10'x12' , boundary wall and laying, jointing testing and commissioning of connecting pipe and all other works contingent there to:- (for two nos W/W) Amount Rs. 10.30 Lacs. SUB WORK NO . 2 :CIVIL COMPONENT ( FOR HABITATION KHAN AHMEDPUR & TOBA) PHESD NO. : 4 Ambala Cantt. SECTION - : 3 J.E. : DARSHAN LAL, SUB HEAD NO. (1) : TUBEWELL CHAMBER OF SIZE 10'X12' Sr. HSR Qty.for Description Unit Rate No. Item No. (2 nos t/w) (in Rs.) 1/ 6.6 40 Cum Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, al directed within a lead of 30 100 1108.10 metres. Cum 2/ 6.13 30 Cum a) Earth filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and 100 343.40 consolidating lead upto 30 metres. Cum 3/ 10.39 14 Cum Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth. Cum 403.10 4/ 10.41 2 Cum Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth Cum 615.60 5/ 10.82 6 Cum Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inolination bot exceeding 25 degree with horizontal, excluding steel reinforcement,but including centring and shuttering, laid inposition, complete in all respects. Cum 997.90 6/ 10.86 2 Cum Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight & curved ) beams, girders, stairs, columns, (square or rectangular ) battens and lintels etc. excluding steel reingorcement but including centring and shuttering, laid in position, Cum 1101.85 7/ 10.95 8 cum a) Extra over item nos 10.79 to 10.94, if 1:1.1/2:3 mix is used instead of 1:2:4 Cum 86.90 8/ 10.114 12 Sqm Damp

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