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Construction Of New Maa-Badi Center, Toilet Block And Installation Of Handpump In Various Blockat District Sirohi (Total 8 Maa Bari Center), sirohi-Rajasthan

Swachh Bharat Mission Gramin has published Construction Of New Maa-Badi Center, Toilet Block And Installation Of Handpump In Various Blockat District Sirohi (Total 8 Maa Bari Center). Submission Date for this Tender is 13-04-2023. Hand Pump Tenders in sirohi Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

37021249
Corrigendum : Construction Of New Maa-Badi Center, Toilet Block And Installation Of Handpump In Various Blockat District Sirohi (Total 8 Maa Bari Center)
Open Tender
Indian
Rajasthan
sirohi
13-04-2023

Tender Details

Construction Of New Maa-Badi Center, Toilet Block And Installation Of Handpump In Various Blockat District Sirohi ( Total 8 Maa Bari Center )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 10-Apr-2023 DATE EXTENSION Date 13-04-2023

Key Value

Document Fees
INR 1000 /-
EMD
INR 115000.0 /-
Tender Value
INR 57.36 Lakhs /-

BOQ Items

Name of Work: Construction of New MAA-Badi center, Toilet Block and Installation of Handpump in Various Blockat District SIROHI (TOTAL 8 MAA BARI CENTER)
Sl. No. Item Description
1Earth 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, 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.All kinds of soils
2Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level Usingcrusher broken aggregate 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size
3Random Rubble stone masonary for foundation and plinth Cement Sand Morter above 30 Cm. thick wall in : Cement mortar 1:6 (1 Cement : 6 Sand)
4Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr. And with all lift
5Brick masonary in foundation and plinth with bricks of class designation 75 mm. in Cement Mortar 1:6 (1-Cement:6-coarse sand). Add extra over item No. 5.1 for brick work in superstructure up to third storey
6Centering and shuttering with steel plates including strutting, propping, bracing both ways with wooden members and removal of form work Up to floor three columns, pillars post and struts etc. level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.
7Providing 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 three level. Tremo Mechanically treated bars (conforming to relevant IS:1786)
8Providing and laying in position specified grade of reinforced cement concrete all RCCstructural elements in super structure including curing compaction finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. M20 grade nominal mix (with graded stone aggregate 20mm nominal size) .
9Grading roof water proofing treatment withwater proofing compound cement concrete 1:4 (1 cement : 4coarse sand)
10Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level Usingcrusher broken aggregate 1:5:10 (1Cement :5 Course Sand :10 Graded stone aggregate 40 mm nominal size
11Random rubble dry stone Kharanja under floor.
12Providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit. M.S Sheet 20 S.W.G
13Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. Grill 12mm Sqbar
14Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete : For area of each slab up to 901 to 2000Sq. Cm : 25mm thick
15Painting with enamel paint of approved brand and manufacture to give an even shade. Two or more coats on New work
16Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish 20mm thic
17Making grooves as per design in plaster 10mm to 20mm wide.
18Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:
19Providing & fixing unplasticized poly vinyl chloride (UPVC) SWR pipes type B for soil and water discharge system (IS:13592 : 1992 Marked) of approved quality/make. 110mm dia
20PVC Pipe bend 110mm
21Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).
22P & F indian type white glazed vitrreous china 1st quality W C Orissa pan (IS : 2556 Mark) with 100m vitereous china P or S trap including cutting and making good the wall and floor 580x440
23P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 500 litres capacity.
24P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors :A15 mm dia nominal bore Bclass
25Add extra for Electrification Solar based LED light system 18 watt 2 system 2%
26Const. of Tubewell up to 100m depth and above in all type of rocks by DTH system & overburden to accomadate casing pipe of 125mm dia nominal bpre 100mm dia in all type of soil & over burden including of casing pipe of 125mm dia nominal bore 100mm dia in all type of soil & over burden including lowering of casing pipe but excluding cost of casing pipe as per IS : (part I & II) 1979 specification, the work would be complated after obtaing sand free water, the tube well should have a throughtout bore as per nominal dia 100mm except pipe 125mm dia nominal bore.
27Installation of India Mark II Hand Pump set complete on exisiting plate from.
28Const. of 185mm plateform as per approved design & Drawing Unicef.
29ISI Marked MS Cashing pipe with socket confirming to 1239(part-I) 1990 & IS 1239 (part-II) 1992 (amended upto date)
30ISI Marked G.I cashing pipe with socket confirming to 1239 (part-I) 1990 & IS :(Part-II) 1992 (amwnded upto date) 32mm dia
31ISI Marked deep well hand pump (Mark-II) & cylinder excluding supply of delivery pipe as per IS 1992 (1990) (amended upto date)
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