Medical Health And Family Welfare has published Construction Of Boundary Wall And Outer Development Work At Phc Jalalpur , Distt . Alwar ( Under Msdp ) . Submission Date for this Tender is 10-07-2020. Wall construction Tenders in Alwar Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Boundary wall and Outer development work at PHC Jalalpur, Distt. Alwar (Under MSDP) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part 'A' : Civil Work | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils | BI01010001010000000000000515BI0100001113 | 291 | Cum |
| 3 | 2 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix\n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate \n40 mm nominal size). | BI01010001010000000000000515BI0100001114 | 123 | Cum |
| 4 | 3 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). | BI01010001010000000000000515BI0100001115 | 14 | Cum |
| 5 | 4 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001116 | 3 | Cum |
| 6 | 5 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | BI01010001010000000000000515BI0100001117 | 16 | Sqm |
| 7 | 6 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | BI01010001010000000000000515BI0100001118 | 400 | Kg |
| 8 | 7 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). | BI01010001010000000000000515BI0100001119 | 289 | Cum |
| 9 | 8 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). | BI01010001010000000000000515BI0100001120 | 217 | Cum |
| 10 | 9 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .75mm thick. | BI01010001010000000000000515BI0100001121 | 86 | Sqm |
| 11 | 10 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : | BI01010001010000000000000515BI0100001122 | 140 | Sqm. |
| 12 | 11 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20 mm thick | BI01010001010000000000000515BI0100001123 | 819 | Sqm. |
| 13 | 12 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding.\n New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). | BI01010001010000000000000515BI0100001124 | 1778 | Sqm. |
| 14 | 13 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \nTwo or more coats on new work | BI01010001010000000000000515BI0100001125 | 50 | Sqm. |
| 15 | 14 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide Extra if square,rectangular hollow tubelar sections are used or grill made by flats only | BI01010001010000000000000515BI0100001126 | 1869 | Kg. |
| 16 | 15 | Providing and fixing of precast concrete interlocking blocks of M 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead, Lifts and taxes. General specification of blocks:\n1) Shape as defined by Engineer incharge\n2) Tensile splitting strength and braking load as per BS 6717:2001\n3) Color: Grey cement natural colour\n4) Variation in dimension: Less than 1.6mm.\n5) Variation in thickness: Less than 3.2mm\n6) Abrasion: As per BS: 6717:2001 | BI01010001010000000000000515BI0100001127 | 580 | Sqm, |
| 17 | 16 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.3.0mm thick (Wt. 5.0 Kg./Mtr. Sq.) | BI01010001010000000000000515BI0100001128 | 280 | Sqm, |
| 18 | 17 | Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :Raised and cut pointing. | BI01010001010000000000000515BI0100001129 | 819 | Sqm, |
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