Rural Development Government Departments Closing in 0 days TDR #50379498

Tender For Construction Of Primary Health Centre At Kodri. Tq. Gangakhed. Dist. Parbhani.

Issued by Government Departments · gangakhed, Maharashtra
Tender Value
8.17 Crore
Estimated cost
Bid Submission
18 Aug 2025
0 days left
EMD
8.17 Lakhs
Bank guarantee accepted
Document Fee
1.18 Lakhs
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
gangakhed → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Construction Of Primary Health Centre At Kodri. Tq. Gangakhed. Dist. Parbhani.

BOQ

Name of Work:Construction of Primary Health Centre at Kodri. Tq. Gangakhed. Dist. Parbhani.
Sl. No. Item Description
1Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means. DSR I.No. 21.02 [PHC BUILDING]
2[TYPE II 4 QTR]
3[TYPE III 2 QTR]
4[PM ROOM]
5[COMPOUND WALL]
6[FLAG POST]
7[PARKING SHED NO.1]
8Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Manual Means. DSR I.No. 21.07[PHC BUILDING]
9Excavation for foundation in Hard murum and boulders including removing the excavated material upto a distance of 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 m to 3.0 m.) By Mechanical Means DSR I.no. 21.12. [PHC BUILDING]
10[TYPE II 4 QTR]
11[TYPE III 2 QTR]
12[PM ROOM]
13Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. DSR I.No. 21.22. [PHC BUILDING]
14[TYPE II 4 QTR]
15[TYPE III 2 QTR]
16[PM ROOM]
17Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per square metre of vertical surface area covering 10 years guarantee on bond paper. DSR I.No. 21.23. [PHC BUILDING]
18[TYPE II 4 QTR]
19[TYPE III 2 QTR]
20[PM ROOM]
21Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. DSR I.No. 21.40[PHC BUILDING]
22[TYPE II 4 QTR]
23[TYPE III 2 QTR]
24[PM ROOM]
25[COMPOUND WALL]
26[DRAIN]
27[FLAG POST]
28[PARKING SHED NO.1]
29Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water,Steel centering,formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) DSR I.No. 24.08 [PHC BUILDING]
30[TYPE II 4 QTR]
31[TYPE III 2 QTR]
32[PM ROOM]
33Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. DSR I.No. 21.36. [PHC BUILDING]
34[TYPE II 4 QTR]
35[TYPE III 2 QTR]
36[COMPOUND WALL]
37Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineer inchargein layers of 15 cmto 20 cm including watering and compaction etc. complete. DSR I.No. 21.37[PHC BUILDING]
38[TYPE II 4 QTR]
39[TYPE III 2 QTR]
40[PM ROOM]
41[PARKING SHED NO.1]
42Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent ofclorophyrifosper square metre of surface area covering ten years guarantee on bond paper. DSR I.No. 21.24 [PHC BUILDING]
43[TYPE II 4 QTR]
44[TYPE III 2 QTR]
45[PM ROOM]
46Providing antitermite treatment around the periphery of the existing building as per I.S. 6313 (Part-III) by excavating trenches of 20cm width and exposing the sides of columns and plinth beams upto a depth of 300mm and injecting one percent of chlorodane emulsion concentrate at the rate of 2.25 litres per Rmt and refilling the trenches etc. complete covering 2 years guarantee on bond paper. DSR I.No. 21.29 [PHC BUILDING]
47[TYPE II 4 QTR]
48[TYPE III 2 QTR]
49[PM ROOM]
50Providing and laying in situ / Ready mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete work in foundation like raft, grillages, strip foundation and footings of reinforced cement concrete columns and steel stanchionetc including bailing out water, form work, compaction and finishing, curingroughening the surface if special finish is to be provided (excluding reinforcemetn anf structural steel) etc. complete with fully automatic micro processor based PLC with SCADA enabled reverisble drum type mixer/concrete batch mix plant (pan mixer) etc complete with fine aggregate (Natural sand / CRushed sand VSI grade finely washed etc ) finishing if required and curing etc Spec. No. : Bd.F.3 Page No. 298. and B.7 , Page. No. 38 S.S.R.I. I.No. 25.11 Page. No. 222.[PHC BUILDING]
51[TYPE II 4 QTR]
52[TYPE III 2 QTR]
53[PM ROOM]
54[COMPOUND WALL]
55[DRAIN]
56[PARKING SHED NO.1]
57Providing and laying in situ / Ready mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete columns as per detailed design and drawing or as directed including steel centreing, formwork, , cover blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complte (excluding reinforcemetn anf structural steel) etc. complete with fully automatic micro processor based PLC with SCADA enabled reverisble drum type mixer/concrete batch mix plant (pan mixer) etc complete with fine aggregate (Natural sand / CRushed sand VSI grade finely washed etc ) finishing if required and curing etc Spec. No. : Bd.F.5 Page No. 300. and B.7 , Page. No. 38 S.S.R.I. I.No. 25.31 Page. No. 222.[PHCBUILDING]
58[PHCBUILDING] [FIRST FLOOR]
59[TYPE II 4 QTR]
60[TYPE II 4 QTR][FIRST FLOOR]
61[TYPE III 2 QTR]
62[TYPE III 2 QTR][FIRST FLOOR]
63[PM ROOM]
64[PM ROOM] [FIRST FLOOR]
65[COMPOUND WALL]
66[PARKING SHED NO.1]
67Providing and laying in situ / Ready mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete beams and lintelsas per detailed design and drawing or as directed including steel centreing, formwork, , ocver blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complte (excluding reinforcemetn anf structural steel) etc. complete with fully automatic micro processor based PLC with SCADA enabled reverisble drum type mixer/concrete batch mix plant (pan mixer) etc complete with fine aggregate (Natural sand / CRushed sand VSI grade finely washed etc ) finishing if required and curing etc DSR I.No. 25.50 [PHC BUILDING]
68[PHCBUILDING] [FIRST FLOOR]
69[TYPE II 4 QTR]
70[TYPE II 4 QTR][FIRST FLOOR]
71[TYPE III 2 QTR]
72[TYPE III 2 QTR][FIRST FLOOR]
73[PM ROOM]
74[COMPOUND WALL]
75Providing and laying in situ / Ready mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete slabs and landings as per detailed design and drawing or as directed including steel centreing, formwork, , ocver blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complte (excluding reinforcemetn anf structural steel) etc. complete with fully automatic micro processor based PLC with SCADA enabled reverisble drum type mixer/concrete batch mix plant (pan mixer) etc complete with fine aggregate (Natural sand / CRushed sand VSI grade finely washed etc ) finishing if required and curing etc Spec. No. : Bd.F.8 Page No. 302. and B.7 , Page. No. 38 S.S.R.I. I.No. 25.70 [PHC BUILDING]
76[PHCBUILDING] [FIRST FLOOR]
77[TYPE II 4 QTR]
78[TYPE II 4 QTR][FIRST FLOOR]
79[TYPE III 2 QTR]
80[TYPE III 2 QTR] [FIRST FLOOR]
81[PM ROOM]
82Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks compacting , curing , finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)SSR I.No. 26.05[PHC BUILDING]
83[TYPE II 4 QTR]
84[TYPE III 2 QTR]
85[PM ROOM]
86Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)DSR I.No. 26.23[PHC BUILDING]
87Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)DSR I.no. 26.17[PHC BUILDING]
88[TYPE II 4 QTR]
89[TYPE II 4 QTR][FIRST FLOOR]
90[TYPE III 2 QTR]
91[DRAIN]
92Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) DSR I.No. 26.25.[PHC BUILDING]
93[TYPE II 4 QTR]
94[TYPE III 2 QTR]
95Providing and fixing in position TMT FE- 500 bar reinforcement of various diameters for reinforced cement concrete pile caps, footing, foundations, slabs, beams, columns, canopies, stair case, newels, chajjas, lintels, pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules including cutting, bending, hooking the bars binding with wires or tack welding and supporting as required complete. Spec. No. : Bd.F.17 Page No. 306, SSR I.No. 26.33 [PHC BUILDING]
96[PHCBUILDING] [FIRST FLOOR]
97[TYPE II 4 QTR]
98[TYPE II 4 QTR][FIRST FLOOR]
99[TYPE III 2 QTR]
100[TYPE III 2 QTR] [FIRST FLOOR]
101[PM ROOM]
102[PM ROOM] [FIRST FLOOR]
103[COMPOUND WALL]
104[DRAIN]
105[PARKING SHED NO.1]
106Providing FLY ASH Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete.DSR I.no. 27.12. [PHC BUILDING] [GROUND FLOOR]
107[TYPE II 4 QTR]
108[TYPE III 2 QTR]
109[PM ROOM]
110Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete DSR I.no. 27.13 [PHC BUILDING] [GROUND FLOOR]
111[PHCBUILDING] [FIRST FLOOR]
112[TYPE II 4 QTR]
113[TYPE II 4 QTR][FIRST FLOOR]
114[PM ROOM]
115[PM ROOM] [FIRST FLOOR]
116[COMPOUND WALL]
117Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. DSR I.No. 32.03 [PHC BUILDING]
118[PHCBUILDING] [FIRST FLOOR]
119[TYPE II 4 QTR]
120[TYPE II 4 QTR][FIRST FLOOR]
121[TYPE III 2 QTR]
122[TYPE III 2 QTR][FIRST FLOOR]
123Providing and applying gypsum plaster ( with Gypsum material of Gypsum India / Mega Sign or equivalent make ) with finishing with gypsum material in 10 to 13 millimeter thickness to previously plastered surface / or on newly brick surface ( Excluding rough cast plaster ) in all position including preparing and Finishing the surface scaffolding etc.complete. DSR I.No. 32.31[PHC BUILDING]
124[TYPE II 4 QTR]
125[TYPE II 4 QTR][FIRST FLOOR]
126[TYPE III 2 QTR]
127[TYPE III 2 QTR][FIRST FLOOR]
128[PM ROOM]
129Providing sand faced plaster externally in cementmortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. DSR I.No. 32.11 [PHC BUILDING]
130[PHCBUILDING] [FIRST FLOOR]
131[TYPE III 2 QTR]
132[TYPE III 2 QTR][FIRST FLOOR]
133[COMPOUND WALL]
134Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete. DSR I.No. 32.21 [PHC BUILDING]
135[TYPE II 4 QTR]
136[TYPE III 2 QTR]
137Providing patti/ band 75mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. DSR I.No. 32.23. [PHC BUILDING]
138[TYPE II 4 QTR]
139[TYPE III 2 QTR]
140Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete DSR I.No. 39.01. [PHCBUILDING]
141[TYPE II 4 QTR]
142[TYPE II 4 QTR] [FIRST FLOOR]
143[TYPE III 2 QTR]
144[PM ROOM]
145Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing,etc. complete. DSR I.no. 33.68. [PHC BUILDING]
146[TYPE II 4 QTR]
147[TYPE III 2 QTR]
148[PM ROOM]
149[FLAG POST]
150Providing and fixing Country teak wood Four leafpaneled shutters, 35 mm thick style and rail and 25 mm thick panels without ventilator as per detailed drawing excluding the door frame, stainless steelfixtures and fastening and finishing the wood work with oil painting 3 coats complete DSR I.No. 39.96 [PHC BUILDING]
151[TYPE II 4 QTR]
152[TYPE III 2 QTR]
153Providing and applying melamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polish , scaffolding if required etc. complete. Note:The work to be executed on prior approval of Superintending Engineer will be necessary. DSR I.No. 34.09[PHC BUILDING]
154[TYPE II 4 QTR]
155[TYPE III 2 QTR]
156Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. DSR I.No. 39.48 [PHC BUILDING]
157Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC \"C\" channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 kg/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the \" c \" channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares should be fixed with 19 x 6 mm size steel screws including fixture fasting. Complete as per direction of engineer in charge DSR I.No. 39.47 [PHC BUILDING]
158[TYPE II 4 QTR]
159[TYPE II 4 QTR] [FIRST FLOOR]
160[TYPE III 2 QTR]
161[PM ROOM]
162Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of vertical channels be 100 mm enclosed gate position and clear space of 150 mm between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983). DSR I.No. 39.26.[PHC BUILDING]
163[TYPE II 4 QTR]
164[TYPE III 2 QTR]
165Providing and fixing in position (as per 1868 / 1982) Alluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 kg/Rmt.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc, complete. With colour Anodising with box DSR I.No. 39.41[PHC BUILDING]
166[TYPE II 4 QTR]
167[TYPE III 2 QTR]
168[PM ROOM]
169Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete. DSR I.No. 39.68 [PHC BUILDING]
170[TYPE II 4 QTR]
171[TYPE III 2 QTR]
172Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. DSR I.No. 40.01 [PHC BUILDING]
173[TYPE II 4 QTR]
174[TYPE III 2 QTR]
175[PM ROOM]
176Providing and laying vitrified rustic matt stone finish tileshaving size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid ?on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etc. complete. a) Flooring DSR i.No. 33.44 [PHC BUILDING]
177Providing and laying vitrified rustic matt stone finish tileshaving size 590 mm to 605 mm x 590 mm to 605 mm to 8 to 10mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid ?on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning. etc. complete. b) SkirtingDSR i.no. 33.45 [PHC BUILDING]
178Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaningetc. complete. DSR i.no. 33.35 [PHC BUILDING]
179[TYPE II 4 QTR]
180[TYPE III 2 QTR]
181[PM ROOM]
182Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Rubyred / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete. DSR I.No. 33.34 [PHC BUILDING]
183[TYPE II 4 QTR]
184[TYPE III 2 QTR]
185Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete DSR I.No. 42.51[PHC BUILDING]
186[TYPE II 4 QTR]
187[TYPE III 2 QTR]
188[PM ROOM]
189Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. DSR I.No. 42.52 [ PHC BUILDING]
190[TYPE II 4 QTR]
191[TYPE III 2 QTR]
192[PM ROOM]
193Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. DSR I.No. 42.55 [PHC BUILDING]
194[TYPE II 4 QTR]
195[TYPE III 2 QTR]
196[PM ROOM]
197Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. DSR I.No. 42.56 [PHC BUILDING]
198[TYPE II 4 QTR]
199[TYPE III 2 QTR]
200[PM ROOM]
201Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. DSR I.No. 42.57 [PHC BUILDING]
202[TYPE II 4 QTR]
203[TYPE III 2 QTR]
204Providing and fixing on walls/ ceiling/ floors 20 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 1.93 kg/meter with necessary fitting remaking good the demolished portion and applying primer of anti-corrosive oil paint, 2 coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. DSR I.No. 41.11. [PHC BUILDING]
205Providing and fixing C.P.Two way BIB cock of approved make continentalincluding necessary sockets/union nut etc. complete.DSR i.No.48.27. [PHC BUILDING]
206Providing and fixing 15 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete.DSR I.No. 41.40[PHC BUILDING]
207Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete. DSR I.No. 41.80 [PHC BUILDING]
208[TYPE III 2 QTR]
209Providing and Fixing half turn 25 mm dia gun metal flushing cock including all accessories etc. complete. DSR i.No. 42.32[PHC BUILDING]
210Providing and fixing C.P. pillar cock long neck with aerator of approed make including necessary sockets/union nut etc. complete. DSR I.No. 42.82 [PHC BUILDING]
211[TYPE II 4 QTR]
212[TYPE III 2 QTR]
213Providing and fixingOrissa Pan of size 580x445x260 mm with approved make flush valveincluding trap, C.I. soil and vent pipe upto outside face of wall including 100mm dia. C.I. plug, bend and necessary pipe connection, etc complete. As directed by Engineer in charge. DSR I.No. 48.38[PHC BUILDING]
214[TYPE II 4 QTR]
215Providing and fixing white Opal series European type wall-hung,of size 400mm x 370mm x 575mm with approved make flush valveincluding soil pipe, vent pipe upto outside face of wall, 100mm dia C.I. plug bend inlet pipe all fittings, cutting & making good walls, floors etc as directed by Engineer in charge. DSR I.No. 48.37[PHC BUILDING]
216[TYPE III 2 QTR]
217Providing and fixingwall-hung white wash basin of size 470x575x190mm of approved make half pedestal, pillar cock, C.P.Angular stop cock, long thread continental including S.S. bottle trap ofhaving necessary pipe connections up to the outside face of the wall.etc complete. DSR I.No. 48.45[PHC BUILDING]
218Providing and fixing White Glazed Earthenware full stall type Urinal with P.V.C. flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32 mm dia. P.V.C flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connectionup to the outside face of the wall. DSR I.No. 41.57. [PHC BUILDING]
219Providing and fixing White Glazed Earthenware Squatting plate (Ladies Urinal) with P.V.C. flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32 mm dia. P.V.C flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connectionup to the outside face of the wall. DSR I.No. 41.58 [PHC BUILDING]
220Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres DSR 42.54. [PHC BUILDING]
221[TYPE II 4 QTR]
222[TYPE III 2 QTR]
223[PM ROOM]
224Providing , constructing and fixing 450 mm dia. Inspection chamber made up of Polypropylene / polyethylene material of thickness 3.5 mm and height of 388 mm with 160 or 200 mm main inlet (s) outlet and 110 and / or 160 mm branch inlets, with 450 mm dia. Ultra shaft pipe of HDPE material having height of 460 mm, having R.C.C. cover and frame fixing in 150 mm thick in c.c.1:2:4, having crushed sand bed of 150 mm thick of size 750 mm dia. Including excavation and refilling the sides of chamber by sand crushed cushioning 150 mm thickness, connecting all required UPVC fittings with rubber lubricant etc. complete. DSR I.No. 43.28 [PHC BUILDING]
225[TYPE II 4 QTR]
226[TYPE III 2 QTR]
227[PM ROOM]
228Providing , constructing and fixing600 mm dia. Inspection chamber made up of Polypropylene / polyethylene material Having 315 mm diameter inlet(s)/outlets and with eccentric reducers as per requirement to connect 160 mm and 200 mm pipes having thickness of 5 mm and 600 mm in height, with inbuilt shaft achieve the invert depth as per site condition of wall thickness of 5 mm having R.C.C. cover and frame fixing in 150 mm thick in c.c.1:2:4, having crushed sand bed of 150 mm thick of size 750 mm dia. Including excavation and refilling the sides of chamber by sand crushed cushioning 150 mm thickness, connecting all required UPVC fittings with rubber lubricant etc.complete. DSR I.No. 43.29[PHC BUILDING].
229[TYPE II 4 QTR]
230[TYPE III 2 QTR]
231Providing and fixing 900mm high S.S.304 Grade Stainless steel railing with 40mm diameter and 1.5mm thick at top,40mm diameter and 1.5mm thick vertical supports spaced at 1.5m center to center and 8mm thick toughened glass including fabricating ,fixtures, errecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete DSR I.No. 40.07 [PHC BUILDING]
232[TYPE II 4 QTR]
233[FLAG POST]
234Providing and applyingimpression 24 carrat Luxury paint of approvedmake & approved brand Emulsion paint to interior walls and ceilings of approved quality, colour and shade to new surface in two coats, including sub surface prparation by Acrylic putty and Acrylic primer coats including scaffolding, preparing the surface. etc. complete (Low VOC). DSR I.No. 48.15 [PHC BUILDING]
235[TYPE II 4 QTR]
236[TYPE II 4 QTR] [FIRST FLOOR]
237[TYPE III 2 QTR]
238[TYPE III 2 QTR][FIRST FLOOR]
239[PM ROOM]
240Providing and applying harmmel dezzly texutred paint including two coat of wall puttey as directed by engineer incharge etc compelte [PHC BUILDING]
241[PHCBUILDING] [FIRST FLOOR]
242[TYPE II 4 QTR]
243[TYPE III 2 QTR]
244[TYPE III 2 QTR][FIRST FLOOR]
245[PM ROOM]
246Providing Water proofing treatment to newly laid fully cured concrete slab of terraces by applying first coat of polymer modified semi-viscous paste prepared by mixing polymer of approved make and Cement in 1 : 2 proportion ( 1 litre polymer : 2 Kg. Cement) to a neatly cleaned and dust free concrete surface and upto 300 mm. over parapet wall prepared by removing loose and deposited material with brush and water, laying glass fibre mesh of 10 x 10 specification of approved make over tacky surface of first coat of polymer followed by second coat in transverse direction, sprinkling coarse sand over it, followed by protective mechanical cover water proof plaster 20 mm thick after sufficient curing apply IPS 40 mm to 75 mm. thick cement concrete of 1:2:3 proportion using coarse aggregate of 10 MSA and water proofing compound of approved make and polypropylene fibres @ 125 gm per bag of cement making groovr 3 to 4 mm wide & 10 mm deep in concrete, in pannels of 3m/4m or as per site condition & filling the joints with poly sulphide sealant after curing including providing holler with drip moulds at the junction and finishing the concrete surface with neat cement slurry, as directed and ponding the surface as directed etc.complete ; covering 10 years guarantee against leakproofness on court Fee stamp paper of Rs 100/- DSR I.No. 52.27 [PHC BUILDING]
247Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively, VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strctly as per manufacturer\"s specifitions and as approved by engineer in charge. Surface preparation includes cleaning with metal wire brush to reSTAFFve all dust, fungus etc, washing with water all complete.The contractor shall give guarantee for the performance of SRI and also the durabitity of coating, all complete as per direction of Engineer - in- incharge. DSR i.No. 48.19. [PHC BUILDING]
248[TYPE II 4 QTR] [FIRST FLOOR]
249[TYPE III 2 QTR][FIRST FLOOR]
250[PM ROOM] [FIRST FLOOR]
251Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete. DSR I.No. 31.05[PHC BUILDING]
252[TYPE II 4 QTR]
253[TYPE III 2 QTR]
254Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete. DSR I.No. 32.26 [PHC BUILDING]
255[TYPE II 4 QTR]
256[TYPE III 2 QTR]
257[PM ROOM]
258Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. DSR I.No. 5.20 [PHC BUILDING]
259[TYPE II 4 QTR]
260[TYPE III 2 QTR]
261[PM ROOM]
262[FLAG POST]
263Providing and fixing in position UPVC ultra violet stabilized 110 mm outer diameter cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete DSR I.No. 43.25. [PHC BUILDING]
264[TYPE II 4 QTR]
265[TYPE III 2 QTR] [FIRST FLOOR]
266Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. DSR I.No. 11.08 [PHC BUILDING]
267[TYPE II 4 QTR]
268[TYPE III 2 QTR] [FIRST FLOOR]
269Providing and fixing C.P. BIB cock with wall flange of approvedmake including necessary sockets/ union nut etc. complete as directed by Engineer in charge. DSR I.No. 48.28 [PHC BUILDING]
270Providing and laying perforated PVC 160 mm dia pipe in proper line,leveland slope including necessary material fitting etc. complete. DSR I.No. 31.14 [PHC BUILDING]
271Providing and fixing 25mm diameter water meter with non-return valve including strainer, sockets/ union nut and including water meter box making locking arrangement and lock. [Without chamber]. DSR I.No. 41.28 [PHC BUILDING]
272Providing and fixing false ceiling with eco-friendly light-weight calcium silicate tiles of spintone surface texture aerolite make or equivalent of size 595mm x 595mm having 15mm thick densified micro look edge and 100% humidity resistance incombustible as per BS 46part IV and thermal conductivity 0.043 w/m 0 KC and NRC 0.50 placed in true horizontal level suspended grid of size 600x600mm made from hot dipped G.I. steel sections ion silhouette profile, rotary stitched double webbed white with 6mm reveal profile (white/black), wherein, mainT runner of size 42mmx14mm between main tee 600mm center-tocenter and secondary cross T of size 33x14x0.43mm thick of length 600mm long spaced inter-locked at middle of the first crossed T in each panel to form grid of 1200mmx600mm resting on periphery wall Profile wall section 19mm (7+7) x 19mmx0.40thicknesses and laying false ceiling for services like diffusers grills including cutting, making opening for light fittings, fixtures, , smoke detectors etc., wherever required. Main T runners suspended from ceiling with using G.I. soffit cleats of size 25x35x1.6 mm of required length fixed to the ceiling with 6mm dia and 50mm long dash fastener, 4mm dia G.I. adjustable rods with powder-coated/good quality G.I. level adjustment clips of 35x35x0.8mm spaced @1200, center-to-center along main T all complete at all heights as per the specifications, drawings and as per the directions of Engineer-in-charge. DSR I.No. 38.40 [PHC BUILDING]
273[TYPE II 4 QTR]
274[TYPE III 2 QTR]
275Supply, fixing and installation of 4mm thick Aluminium Composite Panel (ACP) of approved colour for external cladding in combination of solid and metallic colours, including all necessary Framework, support and complete weather sealing as per architectural drawing. The Aluminium Composite Panel (ACP) should be made out of thermoplastic core of low-density polyethylene LDPE (100% virgin mix), sandwiched between two aluminium sheets of ALLOY GRADE- 5000 series, each not less than 0.50 mm thick, total thickness of aluminium composite panels not to be less than 4 mm, the exposed surface thereof shall have Stove lacquered finishing coat not less than (26 + - 2) micron (containing minimum 70% kynar 500 based PVDF) of colour and shade as per architectural design. The inside surface (facing the building exterior surface)shall have polyster based powder coating not less than 25 Micron with protective peel-off foil on the exterior face (peel off film will in no case leave any adhesive mark over the composite panel surface after it is peeled off). The supporting framework shall be made out of 50 mm X25mm X 3mm thick Aluminium section to be spaced horizontally and vertically for fixing of panel of size 900 mm X 1200 mm and fixed to the building structure as per design through 50mm X50mm X5 mm MS angle clamps prefixed to masonry or slab, columns with Hilti make anchor fastener screws. The fixing of panel to be done with the help of VHB tapes and screws and all the sealing of joints to be done with weather sealent Silicon as directed by Engineer-in-charge. (Prior permission of S.E. is necessary before inclusion of this item in estimate) DSR I.No. 51.235[PHC BUILDING]
276Providing and constructing granite kitchen platform with fixing ofstainless steel sink 600 mm x 450 mm size as per detailed drawing including vertical both side polished kadappah stone 25 to 30 mm thick supports with kadappahtop 35 to 40 mm thick and polished granite 16 to 20 mm top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 cm height and top granite of 75 x 40 cm including cutting, opening for sink of required size in kadappah as well as granite etc. complete. (Platform top size 5.00 m x 0.60 m and height is 0.75 m) DSR I.No. 41.78.[PHC BUILDING]
277[TYPE II 4 QTR]
278[TYPE III 2 QTR]
279[PM ROOM]
280Providing and fixingShower Head, withshower arm of approved make mixer ofincluding all necessary pipe fittings and connections etc. complete as directed by Engineer in charge. DSR I.No. 48.34[PHC BUILDING]
281[TYPE II 4 QTR]
282[TYPE III 2 QTR]
283Providing and fixing 450mm x 550mm size superior type Belgium mirror with 16mm dia. nickel plated towel rod etc. complete. DSR I.no. 42.20 [PHC BUILDING]
284[TYPE II 4 QTR]
285[TYPE III 2 QTR]
286[PM ROOM]
287Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats. DSR I.No. 42.19 [PHC BUILDING]
288Grab bars-Providing SS grab bars set for accessible toilets comprising of 4 nos. Grab bars as specified below.(1 nos. wing grab bar + 1 nos. L shaped grab bar + 2 nos. straight grab bars = 1 typical set) 27a) Swing grab bar (1 NOS) Providing a S.S. 304 SWING HANDICAP GRAB BAR - 700 mm and of DIA: 32MM and thickness 1.5mm of the roved brand and make. 27b) L Shaped grab bar (1 NOS) Providing S.S. 304 L SHAPED DISABLED GRAB BAR of IZE-600MM (H) X 600MM (D) and 32MM DIA. and thickness mm of the approved brand and make. 27c) Straight grab bar (2 NOS) Providing S.STEEL 304 GRAB RAIL (600 MM),32MM DIA. and thickness 1.5mm of the approved brand and make. DSR I.No. 51.89 [PHC BUILDING]
289Providing and fixing lioghtening conductor system comprising of erecting Air-Termination consisting of tubular copper rod of 25mm dia. 1.2 mm thick with multiple points head 1.2 mt. long ( Heavy Duty) weldedor clamped to G.I. pipe pole B grade 50 mm diaof requiired length with M.S. round bnase plate 25 Cm diam and 10mm thick at bottom embeded in cement concrete 1:3:6 dfoundation of size 45 cm diam x 45 cm Height and providing earthing with copper earth plate of size 60 x 60 x 0.3 cms with cadmium plated nut bolts to fix earthing strip burried in specially prepared earth pits 1.5 metre below ground level with 40 kg charcoal and salt with altemate layers of charcoal and salt and G.I.pipe 40mm dia 2 meter length burried in earthe upto earthling plate remining portion above ground level for watering and refilling comcpete Note- Copper strip fropm lightening conductor is not considered in this item. DSR I.No. 44.18 [PHC BUILDING]
290[TYPE III 2 QTR]
291Providing and fixing 90 cm x 60 cm Granite plate engraving 10 cm. height letter, figures including painting the lefters / figures with approved colour and shade complete DSR I.No. 44.12 [PHC BUILDING]
292Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means. DSR I.No. 21.06 [TYPE II 4 QTR]
293[TYPE III 2 QTR]
294[PM ROOM]
295[COMPOUND WALL]
296Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)DSR I.No. 24.01 [TYPE II 4 QTR]
297[TYPE III 2 QTR]
298[PM ROOM]
299[COMPOUND WALL]
300[DRAIN]
301[FLAG POST]
302[PARKING SHED NO.1]
303Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)DSR I.No. 24.16.[TYPE II 4 QTR FIRST FLOOR]
304[TYPE III 2 QTR]
305[PM ROOM]
306Providing Second class fly ash brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 mm diameter / two hoop iron strips 25 mm x 1.60 mm at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. DSR I.No. 27.14.[TYPE II 4 QTR]
307[TYPE II 4 QTR] [FIRST FLOOR]
308Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curingetc.complete. DSR I.no. 32.07[TYPE II 4 QTR] [FIRST FLOOR]
309[TYPE III 2 QTR] [FIRST FLOOR]
310[PM ROOM] [FIRST FLOOR]
311Providing Internal / External 20 mm thick ready mix plaster using approved screended sand,in all positions inclding base coat of 15 mm thick in cement STAFFrtar 1:4 using water proofing compound at 1 Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rought to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc compelte. DSR I.No. 51.118 [TYPE II 4 QTR]
312[TYPE II 4 QTR] [FIRST FLOOR]
313[PM ROOM]
314[PM ROOM] [FIRST FLOOR]
315Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete.DSR. I.No. 32.34 [TYPE II 4 QTR]
316Providing patti/ band 150mm wide on plastered surface 12 mm to 15 mm thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete. DSR I.No. 32.25[TYPE II 4 QTR]
317Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete. DSR I.No. 32.37 [TYPE II 4 QTR]
318[TYPE III 2 QTR]
319Labour charges for providing groove in external plaster having width and spaced as directed by engineer incharge etc. complete. DSR I.No. 32.22. [TYPE II 4 QTR]
320[PM ROOM]
321Providing and fixing foldable mild steel french door using fully anodised / powder coated cold rolled hollow steel sections for frames, shutters , fully glazed with 12mm square bar grill welded, and finished, including fixtures and fastenings with locke tc. compelte as directed by engineer incharge (Department)[TYPE II 4 QTR]
322[TYPE III 2 QTR]
323Providing and fixing 30mm thickPVC FLUSH L DOOR SHUTTER consisting of panel of hollow PVC profile of 20 mm thickness consisting frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mminserted inside the hollow section of stiles rails top ?and bottom rails and two 19x 19 mm MS tubes inserted horizontally inside the hollow profile section using 4/5 mm sheet using screws hollow profile shall be lipped with 10 mm (5mm x2) thick x 20 mm width on stiles and rails using solvent cement. The inner panel shall be laminated with 5mm thick termite proof waterproof plain /prelam PVC sheet using solvent cement on the both sides of the panel including stainless steel fixtures and fastening etc. Complete as per direction of Engineer incharge, manufacturers specification and drawing. DSR I.No. 39.82 [TYPE II 4 QTR]
324[TYPE III 2 QTR]
325Providing and laying vitrified stone effect finish tileshaving size 590 to 605 mm x 590 to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etc.complete a) Flooring DSR I.No. 33.46. [TYPE II 4 QTR]
326[TYPE III 2 QTR]
327[PM ROOM]
328Providing and laying vitrified stone effect finish tileshaving size 590 to 605 mm x 590 to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curign and cleaningetc. complete.DSR I.No. 33.47 ] [TYPE II 4 QTR]
329[TYPE III 2 QTR]
330[PM ROOM]
331Providing and fixing on walls/ ceiling/ floors, 25 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes weight of 3.01 Kg/meter with necessary fittings . remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. DSR I.No. 41.12. [TYPE II 4 QTR]
332[TYPE III 2 QTR]
333Providing and fixing on walls/ ceiling/ floors, 15 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes weight of 1.48 Kg/metre with necessary fittings. remaking good the demolished portion and applying primer of anti-corrosive oil paint 2 coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. DSR I.no. 41.10 [TYPE II 4 QTR]
334[TYPE III 2 QTR]
335Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. DSR I.No. 42.58 [TYPE II 4 QTR]
336Providing and fixing C.P. BIB cock with wall flange of approved make including necessary sockets/ union nut etc. complete. DSR I.No. 42.83 [TYPE II 4 QTR]
337[TYPE III 2 QTR]
338[PM ROOM]
339Providing and fixing C.P.Two way BIB cock of approved make continentalincluding necessary sockets/union nut etc. complete. DSR I.No. 42.80 [TYPE II 4 QTR]
340[TYPE III 2 QTR]
341[PM ROOM]
342Providing and fixingsink cock with regular swinging spout (Wall Mounted Model) with wall flange with approvedmake incluidng other necessary fitting, etc. complete as directed by Engineer in charge. DSR I.no. 48.25[TYPE II 4 QTR]
343[TYPE III 2 QTR]
344Providing and fixing C.P. Angular stop clock with wall flange of approved make continental including necessary sockets/union nut etc. complete. DSR I.No. 42.79 [TYPE II 4 QTR]
345[TYPE III 2 QTR]
346[PM ROOM]
347Providing and fixing screw down for 25 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete. DSR I.No. 41.45 [TYPE II 4 QTR]
348[TYPE III 2 QTR]
349[PM ROOM]
350Providing and fixing 10 cm PVC nahani trap with grating etc. complete. DSR I.No. 42.67 [TYPE II 4 QTR]
351[PM ROOM]
352Providing and fixing white european type wall-hung, of size 360mm x 360mm x 575mm with flush valve of approvedmakeincluding soil pipe, vent pipe upto outside face of wall, 100mm dia C.I. plug bend inlet pipe all fittings,cutting & making good walls, floors etc as directed by Engineer in charge.DSR I.No. 48.30[TYPE II 4 QTR]
353providing and fixing oval type under counter wash hand basin of 16 inch x 22 inch size and of special colour shade having telephonic black / coloured granite of 180 mm thick stone black kadappa framework including chromium plated coupling bottle - Trap using CERA company or equivalent oval typa wash basin model no 3448 as per detailed drawing or as directed by engg incharge etc complete. (Counter size 1.20 m x 0.60 m ) DSR I.No. 42.88 [TYPE II 4 QTR]
354[PM ROOM]
355Providing and fixingShower Head withshower arm of approvedmake shower tubehand showerwith divertor of spoutincluding all necessary pipe fittings and connections etc. complete as directed by Engineer in charge. DSR I.No.48.33[TYPE II 4 QTR]
356[TYPE III 2 QTR]
357Providing Water proofing treatment to newly laid fully cured concrete slab of terraces by applying first coat of polymer modified semi-viscous paste prepared by mixing polymer of approved make and Cement in 1 : 2 proportion ( 1 litre polymer : 2 Kg. Cement) to a neatly cleaned and dust free concrete surface and upto 300 mm. over parapet wall prepared by removing loose and deposited material with brush and water, laying glass fibre mesh of 10 x 10 specification of approved make over tacky surface of first coat of polymer followed by second coat in transverse direction, sprinkling coarse sand over it, followed by protective mechanical cover water proof plaster 20 mm thick after sufficient curing apply IPS 40 mm to 75 mm. thick cement concrete of 1:2:3 proportion using coarse aggregate of 10 MSA and water proofing compound of approved make and polypropylene fibres @ 125 gm per bag of cement making groovr 3 to 4 mm wide & 10 mm deep in concrete, in pannels of 3m/4m or as per site condition & filling the joints with poly sulphide sealant after curing including providing holler with drip moulds at the junction and finishing the concrete surface with neat cement slurry, as directed and ponding the surface as directed etc.complete ; covering 10 years guarantee against leakproofness on court Fee stamp paper of Rs 100/- DSR I.No. 52.27 [TYPE II 4 QTR]
358[TYPE III 2 QTR] [FIRST FLOOR]
359[PM ROOM]
360Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement STAFFrtar 1:1 and refilling the trench complete. DSR I.No. 42.09[TYPE II 4 QTR]
361[TYPEII2 QTR]
362Providing , laying and fixing ,jointingEco- drain 110 mm SN 8 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees, coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete. DSR I.No. 43.30[TYPE II 4 QTR]
363Providing , laying and fixing ,jointingEco- drain 160 mm SN 4 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees , coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete. DSR I.No. 43.31. [TYPE II 4 QTR]
364Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement or underground floor on a base of Cement concrete 1:3:6, including sub base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete ) DSR I.no. 31.12. [TYPE II 4 QTR]
365Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25 mm between rough shahabad and R.C.C. walls with cement grout mixed with water proofing liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm and sloping coping over topSTAFFst tile with cement STAFFrtar 1:3, butting the bottom STAFFst with Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete) DSR I.no. 31.13.[TYPE II 4 QTR]
366Supply and Installation of translucent roof with DPI Flux standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 12 mm thick of 900 mm (min.) width with angular daylighting concept. Panels shall have minimum six layers with truss bridge design for higher flexibility & strength. Panels with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of the panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on MS structure (will be paid Separately) with 3 One Numbers self-drilling screws & trapezoid SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005, as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.6 W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineering in charge. Colour: As per Approval. Approved Make: FLUX by DPI Daylighting or approved equivalent The 12mm thick panels shall be used for a roofing height of upto 15 mtrs. DSR I.No. 51.187[TYPE II 4 QTR]
367[TYPE III 2 QTR] [FIRST FLOOR]
368Providing and fixing 6 mm thick toughened glass panneling with ST series green reflective cool glass on a frame of alluminium section of size 70 mm x 53 mm for green building concept and additional frame work for fireing alluminium frame etc complete. Spec. No. Rate sactioned by SE PWD Nanded vide Lts. No. 2020-21/tender/298 Dated 15-01-2021.[TYPE II 4 QTR]
369[TYPEII2 QTR]
370Providing and fixing partition with kadappa stone of all sizes and 25 mm thick polished on both side and edges to original including fixing in position in cement mortor 1:4 curing polish-ing, cleaning etc complete. DSR I.No. 42.29 [TYPE II 4 QTR]
371[TYPEII2 QTR]
372Providing and fixing shutter to wall cupboard made from 19 mm thick Teak particle board with approved coloured laminated face 1.5 mm thick bonded with phenol formaldehyde synthetic resin B.W.P. grade including lipping beading iron oxidised fixtures and fastening and oil primer coat etc. complete. (Excluding cupboard frame). DSR I.no. 37.21[TYPE II 4 QTR]
373[TYPEII2 QTR]
374Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. DSR I.No. 23.11. [TYPE II 4 QTR]
375Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in superstructure including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) DSR I.No. 27.15
376[TYPEII2 QTR] [FIRST FlOOR]
377Providing Autoclaved Aerated Concrete Block masonary of Ecolite or equivalent make conforming to IS:2185 (Part 3) - 1984 in extra fine jointing STAFFrtar of fixoblock of UltraTech or equivalent in Half brick thick wall including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972) DSR I.No. 27.16 [TYPEII2 QTR]
378Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.DSR I.No. 42.87.[TYPEII2 QTR]
379[RAIN WATER HARVESTING]
380Providing and fixingOval Type Under Counter Wash Hand Basin of 420 x 590 x 195mm size withpillar cock, C.P.Angular stop cock, long thread of approved make continental including SS bottle trap ofnecessary pipe connection up to the outside face of the wall, having Telephonic Black / Colour Granite of 180 mm thick fixed on Black Kadappa Framework, etc. Complete as directed by Engineer in charge. DSR I.No. 48.35 [TYPE III 2 QTR]
381RWH - Recharge Pit : Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5\" dia x 25m deep borewell at the floor of recharge pit including installation of combination of solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thick sidefilling around outside of RCC rings (annular space) with 40mm size boulders including filling of recharge pit up to 0.5m depth with 25-75mm clean washed gravels from bottom up followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outlet pipe excavation & backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge. DSR I.No. 48.47 [TYPE III 2 QTR]
382Providing and Fixing stainless steel kitchen trolley of overall 26 \" height and 22\" depth,supported on aluminium pipes ,trolley basket made out of 5 mm stainless steel rod fitted on telescopic channel of size 1.5 \" x 20 \" x 22 \" on both sides of trolley of 12 \" or above size, panel having 40Kilogramload bearing capacity of trolley made out of 20 mm PUC coated plywood and colour combination as directed by E-I-C.Inner side of panel covered by white mica ,100 mm s.s. decorative handle.(The width and height of individual compartments shall be kept as directed by Engineer-in-charge). DSR I.No. 51.59 [TYPE III 2 QTR]
383Providingand fixing in position alluminium strips of size 50mm x 3mm for nosing the steps including fixing with screws and raval plugs, bending and cutting to the required shape and size, finishing with paint, necessary STAFFrtar bedding of 1:3 cement STAFFrtar to get exact line and level including watering and curing etc.complete DSR I.No. 44.20 [TYPE III 2 QTR]
384Yeild testing of bore well 900 V notch method for minium 3 hrs etc complete[TYPE III 2 QTR]
385[RAIN WATER HARVESTING]
386Drilling of Bore well 150 mm dia by DTH machine and including transportaion of machine at work site etc complete (wet Drilling)[TYPE III 2 QTR]
387[RAIN WATER HARVESTING]
388Providing and fixing of 180 mm dia 8 kg/rgm (IS 4985 - 1988) PVC casing pipe etc complete (As per IS 4985 - 1988)[TYPE III 2 QTR]
389[RAIN WATER HARVESTING]
390Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means DSR I.No. 21.16[PM ROOM]
391Providing and casting in situ / ready mix PCC M15 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) DSR I.No. 11.30 [COMPOUND WALL]
392Providing and applying two coats of exteriorweather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete. NOTE:For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary. DSR I.No. 35.26 [COMPOUND WALL]
393Providing and fixing 50 mm. dia. medium class G.I.pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete. DSR I.no. 23.05 [COMPOUND WALL]
394Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. DSR I.No. 35.07 [COMPOUND WALL]
395Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.DSR I.no. 2.11. [CC ROAD]
396Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete( Material obtained from Other sources) DSR I.No. 2.28 [CC ROAD]
397Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material DSR I.No. 3.01 [CC ROAD]
398Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paveron prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material DSR I.No. 3.04 [CC ROAD]
399Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved byEngineer-in-charge , compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete.DSR I.No. 5.13 [CC ROAD]
400Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) DSR I.no. 11.25 [CC ROAD]
401Providing and fixing in position TMT FE 500,32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. DSR I.No. 5.14. [CC ROAD]
402Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/Cand wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. DSR I.No. 5.16 [CC ROAD]
403Executive\"s Table @ 1800Lx900Dx750HTProviding & Fixing of Table @ 1800Lx900Dx750HT - TOP & GABLE END to be made of Membrane finish with soft water fall edges & curved panel & Decorated Anodizedsection MODESTY PANEL to be made of 18 mm thick Prelaminated particle board with PVC edge band as per drawing DSR I.No. 51.21 [FURNITURE]
404Providing & Arrangemnt of High Back, Synchronized Mechanism with Multiple Locking, Adjustable Armrest, Gaslift for Seat height adjustment, Standard 5-prong P/Nylon Base with Leatherite Upholstery DSR I.No. 51.40 [FURNITURE]
405Providing & Arrangemnt of High Back Chair - TILT MECHANISM WITH MULTILOCKING, HIGH DENSITY CUSHION ON SEAT COMPOSITE LEATHER WITH METALLIC SILVER FINISH BASE AND ARMS WITH P.U.CASTORS GASLIFT FOR HEIGHT ADJUSTMENT. DSR I.No. 51.41. [FURNITURE]
406Providing & Arrangemnt of MId Back, Normal Syncro Mechanism , Fixed Armrest , Gaslift for Seat height adjustment, Standard 5-prong/Nylon Base with Leather Upholstery DSR I.No. 51.42 [FURNITURE]
407Public Seating Chair. - 3 SeaterProviding and Fixing 3 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish. DSR I.No. 51.44 [FURNITURE]
408Single Bed @ 2025LX 1000DX 650HProviding and fixing Single Bed of Size 2025Lx1000Dx650H with matress and pillow. Understructure: - The legs are made of Square tube of size 25 x 25mm made out of MS with a thickness of 1.2 mm. The legs should have corner brackets welded to it at two levels. The corner brackets are made of 2mm thick CRCA having a L shaped structure to join the side panels and headboard to the leg. Three nos. of Horizontal stiffeners are provided at equal intervals. The stiffeners are made of Square tube of size 25 x 25mm made out of MS with a thickness of 1.2mm. The middle Horizontal Stiffener has a leg attached to it to transfer the load to the ground and add to the strength and stability of the complete structure. This leg is also made of Square tube of size 25 x 25mm made out of MS with a thickness of 1.2mm. All Metal components to undergo 7 tank treatment process and should be powder coated to the thickness of minimum 50 Microns DFT.Side Panel: - The side panels are made up of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding. The overall width of the side panel is 150mm. The side panels have 18mm thick prelam particle board Baton running for required length to add rigidity to the structure. Head Board :- The head board is made up of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding. The head board size to be considered as 1000 x 650mm. Foot Board :- The foot board is made up of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding. The head board size to be considered as 1000 x 450mm. Bed Base: - The Bed Base is made up of 12mm thick Prelam Particle Board with both side White laminate. DSR I.No. 51.55. [FURNITURE]
409Bed Side Table @ 400LX 400DX 415HProviding and Fixing Bed Side Table of size 400LX 400DX 415H The bed side unit is made up of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding. The bed side table has one drawer and one shelf. The shelf is made of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding DSR I.No. 51.58 [FURNITURE]
410Stool for Lab and Class-IVProviding and fixing 4 legged Lab stool, Legs made of 16 Guage 45 MM Outer dimension MS Pipe, Duly painted, With a 304 Grade Stainless steel 12 inch wide seat with a 1 inch collar, Height adjustment via a screw. as per design and drawing and instructions of Engineer in charge. DSR I.No. 51.51. [FURNITURE]
411Full Height Steel Storage @ 750Lx450Dx2100HTProviding and fixing Openable Steel Storage of 750 x 450 x 2100Ht, with 4 adjustable shelves, Complete body & shutter made in 0.8 mm thick & Top in 2 mm thick CRCA, 4 Shutter to be mounted with the help of cup hinges, and 4 adjustable levelers, enitre storage in powder coated finish with 60 to 80 microns as as per drawing. DSR I.No. 51.37. [FURNITURE]
412Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.DSR I.No. 2.18 [DRAIN]
413Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mmsection as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and paintingcomplete.DSR I.No. 23.12. [FLAG POST]
414[PARKING SHED NO.1]
415Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Manual Means. DSR I.No. 21.05 [PARKING SHED NO.1]
416Providing and laying in situ cement concrete M30 with tremix treatment for 200 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumenetc. complete. DSR I.No. 33.31 [PARKING SHED NO.1]
417Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950- 1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) DSR I.No. 38.34[PARKING SHED NO.1]
418RWH - Shallow Percolation Pit providing, constructing 2.0m deep shallow depth percolation pit comprising of 1.0m dia pre-cast RCC rings, 300mm thick side filling around outside of RCC rings (annular space) with 40mm size boulders including filling of percolation pit up to 0.5m depth (from bottom up) with 25-75mm clean washed gravels followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs etc. including arrangement for inlet & outlet pipe, excavation & backfilling as shown in the drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge DSR I.No. 48.46 [RAIN WATER HARVESTING]

AI Tender Summary

OUR REF NO 50379498
AUTHORITY Government Departments
TENDER VALUE 8.17 Crore
LAST DATE 18-08-2025
Authority
Authority Name Rural Development Department
Work Description Construction Of Primary Health Centre At Kodri. Tq. Gangakhed. Dist. Parbhani.
Basic Detail
Tender No ZPPBN/WD/eTENDER/49/25-26
Bidding Type Tender
Location
City gangakhed
State Maharashtra
Key Dates
Publish Date 25 Jul 2025
Submission Date 18 Aug 2025
Open Date 19 Aug 2025
Finance
Tender Value 8.17 Crore
Tender Fee 1.18 Lakhs
EMD 8.17 Lakhs
Exemption Not Available
Document List
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Tender Timeline

Jul 25, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 18, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 19, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

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